Legend

0-50 Kips

50-100 Kips

100-150 Kips

150 + Kips
County Road 10, Angus, ON
County Road 10 and Massey St, Angus, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
December 14, 2009 |
View |
Existing Grade |
December 14, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
5 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
County Road 10, Angus, ON
County Road 10 and Massey St, Angus, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
December 14, 2009 |
View |
Existing Grade |
December 14, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
5 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
County Road 10, Angus, ON
County Road 10 and Massey St, Angus, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
December 14, 2009 |
View |
Existing Grade |
December 14, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
5 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
County Road 10, Angus, ON
County Road 10 and Massey St, Angus, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
December 14, 2009 |
View |
Existing Grade |
December 14, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
5 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
County Road 10, Angus, ON
County Road 10 and Massey St, Angus, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
December 14, 2009 |
View |
Existing Grade |
December 14, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Existing Grade |
December 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
5 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
St. James Cathedral, Toronto, ON
King St and Church Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 19, 2009 |
View |
Geodetic |
March 20, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
St. James Cathedral, Toronto, ON
King St and Church Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 19, 2009 |
View |
Geodetic |
March 20, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
Sunnyside and Harbourview, Midland, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 08, 2006 |
View |
Existing Grade |
December 07, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS175 |
Compression |
View |
2 |
Gravel |
100-150 kips |
SS175 |
Compression |
View |
Sunnyside and Harbourview, Midland, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 08, 2006 |
View |
Existing Grade |
December 07, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS175 |
Compression |
View |
2 |
Gravel |
100-150 kips |
SS175 |
Compression |
View |
High Park, Toronto, ON
Colborne Lodge Dr and Centre Rd, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 27, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
less than 50 kips |
SS5 |
Compression |
View |
Dexter Line, Central Elgin, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS5 |
Tension |
View |
4 |
Silt |
50-100 kips |
SS5 |
Tension |
View |
Dexter Line, Central Elgin, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS5 |
Tension |
View |
4 |
Silt |
50-100 kips |
SS5 |
Tension |
View |
Dexter Line, Central Elgin, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS5 |
Tension |
View |
4 |
Silt |
50-100 kips |
SS5 |
Tension |
View |
Dexter Line, Central Elgin, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Existing Grade |
March 26, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS5 |
Tension |
View |
4 |
Silt |
50-100 kips |
SS5 |
Tension |
View |
Caroline Street and Father David Bauer Drive, Waterloo, ON
7 Caroline Street South, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing grade |
November 05, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
50-100 kips |
SS175 |
Tension |
View |
Woolwich Street South, Breslau, ON
Borehole Profile(s)
Datum | Date Drilled | |
Finished grade |
November 05, 2001 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
50-100 kips |
SS200 |
Tension |
View |
Woolwich Street South, Breslau, ON
Borehole Profile(s)
Datum | Date Drilled | |
Finished grade |
November 05, 2001 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
50-100 kips |
SS200 |
Tension |
View |
Innisfil Culverts
County Road 88 and Highway 400, Bradford, ON
Borehole Profile(s)
Datum | Date Drilled | |
No borehole data available |
|
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
College Street and Ossington Ave, Toronto, ON
College Street and Roxton Road, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 20, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
2 |
Till |
50-100 kips |
SS175 |
Compression |
View |
Dacre Crescent and Ellis Park Road, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Ground Surface |
June 08, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS5 |
Compression |
View |
Fennell Avenue West and West 5th St., Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 22, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
100-150 kips |
SS175 |
Compression |
View |
Greenwood Avenue and Danforth Avenue, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 05, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
Redway Road and Millwood Road, Toronto Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 29, 2008 |
View |
Geodetic |
September 29, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
2 |
Till |
100-150 kips |
SS175 |
Compression |
View |
Redway Road and Millwood Road, Toronto Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 29, 2008 |
View |
Geodetic |
September 29, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
2 |
Till |
100-150 kips |
SS175 |
Compression |
View |
Victoria Park Avenue and Donside Dr, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
January 13, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
SS5 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Simcoe Street (Subgrade Tanks), Barrie, Ontario
Simcoe Street and Mulcaster Street, Barrie Ontario
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
2 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
Simcoe Street (Subgrade Tanks), Barrie, Ontario
Simcoe Street and Mulcaster Street, Barrie Ontario
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
2 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
Hwy 12 and Old Fort Rd, Midland, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 06, 2009 |
View |
Existing Grade |
July 29, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
150-200 kips |
SS200 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Hwy 12 and Old Fort Rd, Midland, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 06, 2009 |
View |
Existing Grade |
July 29, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
150-200 kips |
SS200 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Concession Road 5 and Greenwood Rd, Ajax, ON
3201 Greenwood Rd, Ajax, ON L0H 1H0
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
August 19, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
Osbourne Street, Georgina, ON
Osbourne Street and Bouchier Drive, Georgina, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
March 27, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
50-100 kips |
SS5 |
Compression |
View |
Highland Creek, Toronto, ON
Military Trail and Ellesmere Rd, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Ground Surface |
June 30, 2008 |
View |
Existing Ground Surface |
August 30, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
50-100 kips |
SS175 |
Tension |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
Highland Creek, Toronto, ON
Military Trail and Ellesmere Rd, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Ground Surface |
June 30, 2008 |
View |
Existing Ground Surface |
August 30, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
50-100 kips |
SS175 |
Tension |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
Bluffers Park, Toronto, ON
Brimley Road and St. Clair Avenue, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
October 30, 2002 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
150-200 kips |
SS175 |
Compression |
View |
Queen Street East, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
March 26, 1997 |
View |
Existing Grade |
March 25, 1997 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
50-100 kips |
SS175 |
Compression |
View |
2 |
Bedrock |
100-150 kips |
SS200 |
Compression |
View |
Nancy Island Historic Site, Wasaga Beach, ON
Mosley Street and 2 Street North, Wasaga Beach, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
November 09, 2009 |
View |
Existing Grade |
November 09, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Nancy Island Historic Site, Wasaga Beach, ON
Mosley Street and 2 Street North, Wasaga Beach, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
November 09, 2009 |
View |
Existing Grade |
November 09, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
York University (Glendon Campus), Toronto, ON
Lawrence Ave East and Bayview Ave, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 31, 2009 |
View |
Geodetic |
August 17, 2009 |
View |
Geodetic |
August 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Tension |
View |
2 |
Till |
100-150 kips |
SS200 |
Tension |
View |
3 |
Till |
100-150 kips |
SS200 |
Tension |
View |
York University (Glendon Campus), Toronto, ON
Lawrence Ave East and Bayview Ave, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 31, 2009 |
View |
Geodetic |
August 17, 2009 |
View |
Geodetic |
August 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Tension |
View |
2 |
Till |
100-150 kips |
SS200 |
Tension |
View |
3 |
Till |
100-150 kips |
SS200 |
Tension |
View |
York University (Glendon Campus), Toronto, ON
Lawrence Ave East and Bayview Ave, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 31, 2009 |
View |
Geodetic |
August 17, 2009 |
View |
Geodetic |
August 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Tension |
View |
2 |
Till |
100-150 kips |
SS200 |
Tension |
View |
3 |
Till |
100-150 kips |
SS200 |
Tension |
View |
Bayview Heights, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 30, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Christina Street North, Sarnia, ON
475 Christina Street North, Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 20, 2006 |
View |
Existing Grade |
December 19, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
50-100 kips |
SS175 |
Compression |
View |
2 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
Christina Street North, Sarnia, ON
475 Christina Street North, Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 20, 2006 |
View |
Existing Grade |
December 19, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
50-100 kips |
SS175 |
Compression |
View |
2 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
Jarvis Street and Wellesley Street East, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
November 08, 1995 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
Waterworks Place, Guelph, ON
Waterworks Place and York Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 03, 2005 |
View |
Existing Grade |
August 04, 2005 |
View |
Existing Grade |
August 22, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Existing Grade |
May 30, 2005 |
View |
Existing Grade |
May 30, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
2 |
Sand |
150-200 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
Water Supply Facility, Ayr, ON
Gibson Street, Ayr, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 19, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Woodstock Hospital, Woodstock, ON
Stonegate Drive and Athlone Ave, Woodstock, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 02, 2002 |
View |
Geodetic |
September 23, 2011 |
View |
Geodetic |
September 20, 2011 |
View |
Geodetic |
March 18, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
11 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
4 |
Sand |
200+ kips |
SS225 |
Compression |
View |
5 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
6 |
Sand |
200+ kips |
SS225 |
Compression |
View |
7 |
Cohesive |
100-150 kips |
SS225 |
Tension |
View |
8 |
Cohesive |
200+ kips |
SS225 |
Compression |
View |
9 |
Cohesive |
150-200 kips |
SS225 |
Tension |
View |
Emergency Services Building, Keswick, ON
160 Morton Ave., Keswick, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 17, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Gord Canning Drive, Collingwood, ON
Borehole Profile(s)
Datum | Date Drilled | |
No boreholes available |
|
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
100-150 kips |
SS175 |
Compression |
View |
Muskoka Wharf Project, Gravenhurst, ON
N Muldrew Lake Rd and Bay St., Gravenhurst, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
January 08, 2003 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
less than 50 kips |
SS5 |
Compression |
View |
700 Christina Street North, Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
October 21, 2006 |
View |
Geodetic |
October 26, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
SS175 |
Tension |
View |
2 |
Till |
50-100 kips |
SS175 |
Compression |
View |
Fox Hollow, London, ON
Fanshawe Park Road and Wonderland Road N, London, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
January 05, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Spanish River Road Bridge, Greater Sudbury, ON
Spanish River Road Bridge, Worthington, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
May 12, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
50-100 kips |
SS175 |
Compression |
View |
Eastern Avenue, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 06, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Keswick Water Plant, Keswick, ON
145 Morton Ave., Keswick, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 15, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
County Road 27, Cookstown, ON
54 King Street North, Cookstown, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
McGregor Road, Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 16, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
2 |
Till |
50-100 kips |
SS5 |
Compression |
View |
McGregor Road, Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 16, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
2 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Forest Hill Arena, Toronto, ON
340 Chaplin Cresent, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade (Asphalt) |
June 07, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
Queen Street East, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
March 26, 1997 |
View |
Existing Grade |
March 25, 1997 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
50-100 kips |
SS175 |
Compression |
View |
2 |
Bedrock |
100-150 kips |
SS200 |
Compression |
View |
Erb Street, Elmira, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 21, 2006 |
View |
Existing Grade |
August 29, 2002 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
less than 50 kips |
SS175 |
Tension |
View |
2 |
Till |
less than 50 kips |
SS175 |
Tension |
View |
10th Line (West), Innisfil, ON
10th Line, Innisfil, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
August 26, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
less than 50 kips |
SS5 |
Compression |
View |
2 |
Cohesive |
less than 50 kips |
SS5 |
Compression |
View |
College Street and Ossington Ave, Toronto, ON
College Street and Roxton Road, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 20, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
2 |
Till |
50-100 kips |
SS175 |
Compression |
View |
Victoria Park Avenue and Donside Dr, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
January 13, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
SS5 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Caroline Street North, Waterloo, ON
31 Caroline St N Waterloo, ON N2L 6B9
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
November 14, 2001 |
View |
Existing Grade |
November 14, 2001 |
View |
Existing Grade |
November 14, 2001 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
Caroline Street North, Waterloo, ON
31 Caroline St N Waterloo, ON N2L 6B9
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
November 14, 2001 |
View |
Existing Grade |
November 14, 2001 |
View |
Existing Grade |
November 14, 2001 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
Caroline Street North, Waterloo, ON
31 Caroline St N Waterloo, ON N2L 6B9
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
November 14, 2001 |
View |
Existing Grade |
November 14, 2001 |
View |
Existing Grade |
November 14, 2001 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
Oxford Street Pollution Control Plant, London, ON
Oxford Street West and Commissioners Road West, London, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 23, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
less than 50 kips |
SS175 |
Tension |
View |
Sandalwood Parkway, Brampton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
April 18, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Toronto Street Reconstruction, Barrie, ON
Dunlop Street West and Mary Street, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 28, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
50-100 kips |
SS175 |
Compression |
View |
Canada Centre for Inland Waters, Burlington, ON
North Shore Blvd E & Queen Elizabeth Way Burlington, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 17, 2010 |
View |
Geodetic |
September 16, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
Canada Centre for Inland Waters, Burlington, ON
North Shore Blvd E & Queen Elizabeth Way Burlington, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 17, 2010 |
View |
Geodetic |
September 16, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
Canada Centre for Inland Waters, Burlington, ON
North Shore Blvd E & Queen Elizabeth Way Burlington, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 17, 2010 |
View |
Geodetic |
September 16, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
Lakeshore Road, Burlington, ON
Lakeshore Rd & North Shore Blvd E Burlington, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
200+ kips |
SS175 |
Compression |
View |
Windermere Basin, Hamilton, ON
Woodward Ave & Burlington St E, Hamilton, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
October 11, 2007 |
View |
Existing Grade |
October 11, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
50-100 kips |
SS175 |
Compression |
View |
2 |
Clay |
50-100 kips |
SS175 |
Compression |
View |
Windermere Basin, Hamilton, ON
Woodward Ave & Burlington St E, Hamilton, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
October 11, 2007 |
View |
Existing Grade |
October 11, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
50-100 kips |
SS175 |
Compression |
View |
2 |
Clay |
50-100 kips |
SS175 |
Compression |
View |
Burlington Street East, Hamilton, ON
680 Burlington Street East, Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
October 26, 1989 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
50-100 kips |
SS5 |
Compression |
View |
700 Christina Street North, Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
October 21, 2006 |
View |
Geodetic |
October 26, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
SS175 |
Tension |
View |
2 |
Till |
50-100 kips |
SS175 |
Compression |
View |
Gilbert Wellfield, Paris, ON
Scott Avenue, Paris, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
January 16, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
Dawson Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
150-200 kips |
SS225 |
Compression |
View |
4 |
Till |
150-200 kips |
SS225 |
Compression |
View |
Dawson Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
150-200 kips |
SS225 |
Compression |
View |
4 |
Till |
150-200 kips |
SS225 |
Compression |
View |
Dawson Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
150-200 kips |
SS225 |
Compression |
View |
4 |
Till |
150-200 kips |
SS225 |
Compression |
View |
Dawson Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 28, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
150-200 kips |
SS225 |
Compression |
View |
4 |
Till |
150-200 kips |
SS225 |
Compression |
View |
Dundas Street East, Toronto, ON
Dundas Street East and Curzon Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 01, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
Waterscapes, Cambridge, ON
Water Street North and Simcoe Street, Cambridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 11, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
10 |
Sand |
200+ kips |
SS225 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Silt |
200+ kips |
SS200 |
Compression |
View |
6 |
Silt |
200+ kips |
SS200 |
Compression |
View |
7 |
Sand |
200+ kips |
SS225 |
Compression |
View |
8 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
9 |
Silt |
100-150 kips |
SS200 |
Tension |
View |
Queen Street East, Toronto, ON
Queen Street East and Bellefair Avenue, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
January 22, 2010 |
View |
Grade |
January 22, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
Queen Street East, Toronto, ON
Queen Street East and Bellefair Avenue, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
January 22, 2010 |
View |
Grade |
January 22, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
Yonge Street, Newmarket, ON
Yonge Street and Sawmill Valley Drive, Newmarket, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 15, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
50-100 kips |
SS175 |
Tension |
View |
Yonge Street, Newmarket, ON
Yonge Street and Sawmill Valley Drive, Newmarket, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 15, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
50-100 kips |
SS175 |
Tension |
View |
Yonge Street, Newmarket, ON
Yonge Street and Sawmill Valley Drive, Newmarket, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 15, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
50-100 kips |
SS175 |
Tension |
View |
Montrose Road, Niagara Falls, ON
Montrose Road and Kinsmen Court, Niagara Falls, ON
Borehole Profile(s)
Datum | Date Drilled | |
Temporary |
April 11, 2013 |
View |
Temporary |
April 12, 2013 |
View |
Temporary |
April 12, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 13, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 13, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
200+ kips |
SS200 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Silt |
200+ kips |
SS200 |
Compression |
View |
Montrose Road, Niagara Falls, ON
Montrose Road and Kinsmen Court, Niagara Falls, ON
Borehole Profile(s)
Datum | Date Drilled | |
Temporary |
April 11, 2013 |
View |
Temporary |
April 12, 2013 |
View |
Temporary |
April 12, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 13, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 13, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
200+ kips |
SS200 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Silt |
200+ kips |
SS200 |
Compression |
View |
Credit Valley Hospital
Eglinton Avenue West and Erin Mills Parkway, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
March 18, 1981 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS225 |
Compression |
View |
Mount Pleasant Mausoleum, Toronto, ON
375 Mount Pleasant, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
January 24, 2007 |
View |
Geodetic |
January 19, 2007 |
View |
Geodetic |
January 24, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS175 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
Mount Pleasant Mausoleum, Toronto, ON
375 Mount Pleasant, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
January 24, 2007 |
View |
Geodetic |
January 19, 2007 |
View |
Geodetic |
January 24, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS175 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
Mount Pleasant Mausoleum, Toronto, ON
375 Mount Pleasant, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
January 24, 2007 |
View |
Geodetic |
January 19, 2007 |
View |
Geodetic |
January 24, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS175 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
10th Line (West), Innisfil, ON
10th Line, Innisfil, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
August 26, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Cohesive |
less than 50 kips |
SS5 |
Compression |
View |
2 |
Cohesive |
less than 50 kips |
SS5 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
Granite Court, Pickering, ON
Granite Court and Ironstone Manor, Pickering, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 24, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
200+ kips |
SS175 |
Compression |
View |
Kumpf Drive, Waterloo, ON
Kumpf Drive and Randall Drive, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 17, 2011 |
View |
Geodetic |
March 17, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
2 |
Till |
less than 50 kips |
SS5 |
Compression |
View |
Kumpf Drive, Waterloo, ON
Kumpf Drive and Randall Drive, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 17, 2011 |
View |
Geodetic |
March 17, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
2 |
Till |
less than 50 kips |
SS5 |
Compression |
View |
St. Clair Avenue West, Toronto, ON
St. Clair Avenue West and Spadina Road, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 29, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
Queensville Sideroad, Queensville, ON
Queensville Sideroad and Leslie Street, Queensville, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
April 29, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS175 |
Compression |
View |
Sir Frederick Banting Road, Alliston, ON
Victoria Street East and Sir Frederick Banting Road, Alliston, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
September 03, 1986 |
View |
Existing Grade |
October 23, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
2 |
Till |
50-100 kips |
SS5 |
Compression |
View |
3 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
Sir Frederick Banting Road, Alliston, ON
Victoria Street East and Sir Frederick Banting Road, Alliston, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
September 03, 1986 |
View |
Existing Grade |
October 23, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
2 |
Till |
50-100 kips |
SS5 |
Compression |
View |
3 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
Sir Frederick Banting Road, Alliston, ON
Victoria Street East and Sir Frederick Banting Road, Alliston, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
September 03, 1986 |
View |
Existing Grade |
October 23, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
2 |
Till |
50-100 kips |
SS5 |
Compression |
View |
3 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
Sir Frederick Banting Road, Alliston, ON
Victoria Street East and Sir Frederick Banting Road, Alliston, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
December 05, 2012 |
View |
Existing Grade |
September 03, 1986 |
View |
Existing Grade |
October 23, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
2 |
Till |
50-100 kips |
SS5 |
Compression |
View |
3 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
George Street South, Toronto, ON
George Street South and Wilton Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Local |
December 02, 2013 |
View |
Local |
December 05, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
RS278 |
Compression |
View |
2 |
Sand |
50-100 kips |
RS278 |
Compression |
View |
George Street South, Toronto, ON
George Street South and Wilton Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Local |
December 02, 2013 |
View |
Local |
December 05, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
RS278 |
Compression |
View |
2 |
Sand |
50-100 kips |
RS278 |
Compression |
View |
Yonge Street, Richmond Hill, ON
Yonge Street and Nottingham Drive, Richmond Hill, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 06, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS225 |
Compression |
View |
2 |
Till |
150-200 kips |
SS225 |
Tension |
View |
3 |
Till |
150-200 kips |
SS225 |
Tension |
View |
Yonge Street, Richmond Hill, ON
Yonge Street and Nottingham Drive, Richmond Hill, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 06, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS225 |
Compression |
View |
2 |
Till |
150-200 kips |
SS225 |
Tension |
View |
3 |
Till |
150-200 kips |
SS225 |
Tension |
View |
Yonge Street, Richmond Hill, ON
Yonge Street and Nottingham Drive, Richmond Hill, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 06, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS225 |
Compression |
View |
2 |
Till |
150-200 kips |
SS225 |
Tension |
View |
3 |
Till |
150-200 kips |
SS225 |
Tension |
View |
Windy Shore Drive, Keswick, ON
Windy Shore Drive and Ways Bay Drive, Keswick, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 22, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
50-100 kips |
SS175 |
Compression |
View |
Zoo Park Road, Wasaga Beach, ON
Zoo Park Road and Wally Drive, Wasaga Beach, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
October 16, 2007 |
View |
Existing Grade |
October 16, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS200 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Zoo Park Road, Wasaga Beach, ON
Zoo Park Road and Wally Drive, Wasaga Beach, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
October 16, 2007 |
View |
Existing Grade |
October 16, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS200 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Green Valley Road, Toronto, ON
Green Valley Road and York Valley Crescent, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 22, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS200 |
Compression |
View |
Lakeview Avenue, Whitchurch Stouffville, ON
Williams Avenue and Lakeview Avenue, Gormley, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 09, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS175 |
Compression |
View |
Main Street, Penetanguishene, ON
Main Street and Brock Street, Penetanguishene, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 27, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Industrial Road, Chelmsford, ON
Industrial Road and Regional Road 15 Greater Sudbury, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 13, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Queenston Road, Stoney Creek, ON
Queenston Road and Nash Road North, Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 06, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Anger Avenue, Fort Erie, ON
42.938664, -78.926182
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
October 21, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
150-200 kips |
SS200 |
Compression |
View |
Queen Street East, Toronto, Ontario
Queen Street East and Jarvis Street, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
March 29, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
less than 50 kips |
SS5 |
Compression |
View |
Huron Church Road and Wyandotte Street West, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 22, 2004 |
View |
Existing Grade |
January 10, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
200+ kips |
SS200 |
Compression |
View |
2 |
Clay |
200+ kips |
SS200 |
Compression |
View |
Huron Church Road and Wyandotte Street West, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 22, 2004 |
View |
Existing Grade |
January 10, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
200+ kips |
SS200 |
Compression |
View |
2 |
Clay |
200+ kips |
SS200 |
Compression |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Dixie Road and Balmoral Drive, Brampton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
November 22, 2006 |
View |
Geodetic |
November 09, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Simcoe Street Reconstruction, Barrie, ON
Simcoe Street and Mary Street, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 07, 2007 |
View |
Existing Grade |
June 07, 2007 |
View |
Existing Grade |
June 07, 2007 |
View |
Existing grade |
June 07, 2007 |
View |
Existing grade |
June 07, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Simcoe Street Reconstruction, Barrie, ON
Simcoe Street and Mary Street, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 07, 2007 |
View |
Existing Grade |
June 07, 2007 |
View |
Existing Grade |
June 07, 2007 |
View |
Existing grade |
June 07, 2007 |
View |
Existing grade |
June 07, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Vesta Drive and Strathearn Boulevard, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 08, 2006 |
View |
Existing Grade |
February 08, 2006 |
View |
Existing Grade |
February 08, 2006 |
View |
Existing Grade |
February 08, 2006 |
View |
Existing Grade |
February 08, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
50-100 kips |
SS175 |
Compression |
View |
Queens Quay E & Cooper St Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 20, 1990 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
less than 50 kips |
RS278 |
Compression |
View |
Highway 12 and Mulley Point Road, Uptergrove, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
October 29, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
50-100 kips |
RS3500 |
Compression |
View |
Kelso Lake Boardwalk
Kelso Road, Milton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Local |
November 19, 2009 |
View |
Local |
November 18, 2009 |
View |
Local |
November 19, 2009 |
View |
Local |
November 08, 2009 |
View |
Local |
November 19, 2009 |
View |
Local |
November 19, 2009 |
View |
Local |
November 18, 2009 |
View |
Local |
November 18, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Silt |
less than 50 kips |
RS278 |
Compression |
View |
Kelso Lake Boardwalk
Kelso Road, Milton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Local |
November 19, 2009 |
View |
Local |
November 18, 2009 |
View |
Local |
November 19, 2009 |
View |
Local |
November 08, 2009 |
View |
Local |
November 19, 2009 |
View |
Local |
November 19, 2009 |
View |
Local |
November 18, 2009 |
View |
Local |
November 18, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Silt |
less than 50 kips |
RS278 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
Hotchkiss Creek
Bradford St & Tiffin St Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 16, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Geodetic |
February 15, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
10 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
11 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
12 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
13 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
14 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
15 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
16 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
17 |
Bedrock |
50-100 kips |
SS200 |
Compression |
View |
18 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
19 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
4 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
5 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
6 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
7 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
8 |
Sand |
50-100 kips |
SS200 |
Compression |
View |
9 |
Silt |
50-100 kips |
SS200 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
The Hearn, Toronto, ON
Unwin Avenue and Leslie Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 23, 2010 |
View |
Geodetic |
September 02, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 07, 2010 |
View |
Geodetic |
September 01, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
2 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
3 |
Sand |
less than 50 kips |
RS278 |
Compression |
View |
4 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
5 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
6 |
Sand |
50-100 kips |
RS278 |
Tension |
View |
7 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
8 |
Sand |
200+ kips |
SS225 |
Compression |
View |
South Service Road, Town of Lincoln
3450 South Service Road, Lincoln, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
April 25, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Fill |
150-200 kips |
SS200 |
Compression |
View |
Muley Point Road
4833 Muley Point Rd, Orillia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
October 29, 2011 |
View |
Geodetic |
October 29, 2011 |
View |
Geodetic |
October 29, 2011 |
View |
Geodetic |
October 29, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
50-100 kips |
SS175 |
Compression |
View |
Lynde Creek
Lynde Creek, Whitby, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 13, 2006 |
View |
Existing Grade |
February 13, 2006 |
View |
Existing Grade |
February 14, 2006 |
View |
Existing Grade |
February 13, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS225 |
Compression |
View |
Ash Bridges Bay
1675 Lake Shore Blvd E, Toronto, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS175 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS175 |
Compression |
View |
Ash Bridges Bay
1675 Lake Shore Blvd E, Toronto, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS175 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
MICROPILE EBS Testing
Woolwich Street South, Breslau, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Existing Grade |
April 02, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS200 |
Compression |
View |
10 |
Till |
200+ kips |
SS175 |
Compression |
View |
11 |
Till |
200+ kips |
SS200 |
Compression |
View |
12 |
Till |
200+ kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS175 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS225 |
Compression |
View |
5 |
Till |
200+ kips |
SS225 |
Compression |
View |
6 |
Silt |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS5 |
Compression |
View |
8 |
Till |
50-100 kips |
SS5 |
Compression |
View |
9 |
Till |
200+ kips |
SS175 |
Compression |
View |
Waterworks Place, Guelph, ON
Waterworks Place and York Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 03, 2005 |
View |
Existing Grade |
August 04, 2005 |
View |
Existing Grade |
August 22, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Existing Grade |
May 30, 2005 |
View |
Existing Grade |
May 30, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
2 |
Sand |
150-200 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
Waterworks Place, Guelph, ON
Waterworks Place and York Road, Guelph, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 03, 2005 |
View |
Existing Grade |
August 04, 2005 |
View |
Existing Grade |
August 22, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Existing Grade |
May 30, 2005 |
View |
Existing Grade |
May 30, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Existing Grade |
May 31, 2005 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
2 |
Sand |
150-200 kips |
SS200 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
Slope and Structure Stabilization
Old Yonge Street and Campbell Crescent, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 03, 2013 |
View |
Geodetic |
September 04, 2013 |
View |
Geodetic |
September 04, 2013 |
View |
Geodetic |
September 05, 2013 |
View |
Geodetic |
September 05, 2013 |
View |
Geodetic |
July 25, 2014 |
View |
Geodetic |
July 25, 2014 |
View |
Geodetic |
July 25, 2014 |
View |
Geodetic |
July 25, 2014 |
View |
Geodetic |
July 24, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
less than 50 kips |
SS5 |
Tension |
View |
Montrose Road, Niagara Falls, ON
Montrose Road and Kinsmen Court, Niagara Falls, ON
Borehole Profile(s)
Datum | Date Drilled | |
Temporary |
April 11, 2013 |
View |
Temporary |
April 12, 2013 |
View |
Temporary |
April 12, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 13, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 15, 2013 |
View |
Temporary |
April 13, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
200+ kips |
SS200 |
Compression |
View |
2 |
Silt |
200+ kips |
SS200 |
Compression |
View |
3 |
Silt |
200+ kips |
SS200 |
Compression |
View |
Fairview Park Mall
225 Fairway Road South, Kitchener
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 02, 2013 |
View |
Existing Grade |
July 03, 2013 |
View |
Existing Grade |
July 02, 2013 |
View |
Existing Grade |
December 16, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS200 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
Fairview Park Mall
225 Fairway Road South, Kitchener
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 02, 2013 |
View |
Existing Grade |
July 03, 2013 |
View |
Existing Grade |
July 02, 2013 |
View |
Existing Grade |
December 16, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS200 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
Fairview Park Mall
225 Fairway Road South, Kitchener
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 02, 2013 |
View |
Existing Grade |
July 03, 2013 |
View |
Existing Grade |
July 02, 2013 |
View |
Existing Grade |
December 16, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS200 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
3 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
Big Creek NWA
695 Long Point Road, Norfolk, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Garage Finished Floor Level, 100m (328 ft) |
August 29, 2012 |
View |
Existing Garage Finished Floor Level, 100m (328 ft) |
August 30, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
2 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
Big Creek NWA
695 Long Point Road, Norfolk, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Garage Finished Floor Level, 100m (328 ft) |
August 29, 2012 |
View |
Existing Garage Finished Floor Level, 100m (328 ft) |
August 30, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
2 |
Clay |
50-100 kips |
SS5 |
Compression |
View |
Sunnybrook Clinical Lab Renovations
2075 Bayview Ave, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 31, 2014 |
View |
Geodetic |
August 10, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
2 |
Silt |
50-100 kips |
SS5 |
Compression |
View |
Orono Depot Addition
3480 Taunton Rd. E, Clarington, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
March 11, 2013 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
RS3500 |
Compression |
View |
Church of the Holy Trinity- Toronto, Ontario
19 Trinity Square, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Ground Surface |
February 27, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
100-150 kips |
SS5 |
Compression |
View |
2 |
Clay |
100-150 kips |
SS5 |
Compression |
View |
Church of the Holy Trinity- Toronto, Ontario
19 Trinity Square, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Ground Surface |
February 27, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
100-150 kips |
SS5 |
Compression |
View |
2 |
Clay |
100-150 kips |
SS5 |
Compression |
View |
Canadian Tire- 304 Main Street
304 Main Street East, Hamilton, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Non-Geodetic |
May 03, 2012 |
View |
Non-Geodetic |
May 03, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Lakeshore Drive Reconstruction
Lakeshore Dr. and Victoria St., Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 02, 2011 |
View |
Existing Grade |
June 07, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Lakeshore Drive Reconstruction
Lakeshore Dr. and Victoria St., Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 02, 2011 |
View |
Existing Grade |
June 07, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Lakeshore Drive Reconstruction
Lakeshore Dr. and Victoria St., Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 02, 2011 |
View |
Existing Grade |
June 07, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Lakeshore Drive Reconstruction
Lakeshore Dr. and Victoria St., Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 02, 2011 |
View |
Existing Grade |
June 07, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
3 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
4 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Davy Lane Slope Stablization
Davy Lane, Tiny Township, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 22, 2014 |
View |
Existing Grade |
July 23, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
Norma Street, Bayfield, ON
Norma Street (77723), Bayfield, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 19, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
William Street Culvert Improvements
William Street, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
August 15, 2015 |
View |
Existing Grade |
August 15, 2011 |
View |
Existing Grade |
August 15, 2011 |
View |
Existing Grade |
August 15, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
William Street Culvert Improvements
William Street, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
August 15, 2015 |
View |
Existing Grade |
August 15, 2011 |
View |
Existing Grade |
August 15, 2011 |
View |
Existing Grade |
August 15, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Halton CO-GEN Plant
6th Line & Steeles Ave., Milton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 27, 2007 |
View |
Existing Grade |
March 07, 2007 |
View |
Existing Grade |
March 22, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
2 |
Till |
50-100 kips |
SS175 |
Tension |
View |
Halton CO-GEN Plant
6th Line & Steeles Ave., Milton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 28, 2007 |
View |
Existing Grade |
February 27, 2007 |
View |
Existing Grade |
March 07, 2007 |
View |
Existing Grade |
March 22, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS175 |
Compression |
View |
2 |
Till |
50-100 kips |
SS175 |
Tension |
View |
SMATH
Midland, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 03, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
2 |
Silt |
150-200 kips |
SS200 |
Compression |
View |
Philip H. Jones WPCP
Penetanguishene, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 29, 2009 |
View |
Geodetic |
August 26, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Philip H. Jones WPCP
Penetanguishene, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 29, 2009 |
View |
Geodetic |
August 26, 2009 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
721 Eastern Ave, Toronto, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
150-200 kips |
SS175 |
Compression |
View |
1469 Dundas Street
1469 Dundas Street, Toronto, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS175 |
Compression |
View |
1631 Queen Street, Toronto, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
50-100 kips |
SS175 |
Compression |
View |
Trenton WWTP
236 Couch Crescent, Trenton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 14, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
150-200 kips |
SS175 |
Compression |
View |
2 |
Bedrock |
150-200 kips |
SS175 |
Compression |
View |
Trenton WWTP
236 Couch Crescent, Trenton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 14, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
150-200 kips |
SS175 |
Compression |
View |
2 |
Bedrock |
150-200 kips |
SS175 |
Compression |
View |
Cargill Sarnia Terminal
Exmouth Street (101), Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 10, 2015 |
View |
Existing Grade |
June 11, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
1 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
Cargill Sarnia Terminal
Exmouth Street (101), Sarnia, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
June 10, 2015 |
View |
Existing Grade |
June 11, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS5 |
Compression |
View |
1 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
Witton Lofts
50 Murray St. W, Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Temporary Benchmark |
March 30, 2011 |
View |
Temporary Benchmark |
March 30, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS175 |
Tension |
View |
Witton Lofts
50 Murray St. W, Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Temporary Benchmark |
March 30, 2011 |
View |
Temporary Benchmark |
March 30, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS175 |
Tension |
View |
Witton Lofts
50 Murray St. W, Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Temporary Benchmark |
March 30, 2011 |
View |
Temporary Benchmark |
March 30, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
3 |
Sand |
50-100 kips |
SS175 |
Tension |
View |
Hotel Redevelopment
1011 Bloor Street East, Oshawa, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
July 28, 2016 |
View |
Grade |
July 28, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
|
|
|
|
|
View |
1 |
Till |
100-150 kips |
SS5 |
Compression |
View |
Gardiner Expressway Ramp
Lower Simcoe Street and Harbour Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
251.6 ft asl |
June 29, 2015 |
View |
251.7 ft asl |
June 29, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
2 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
3 |
Bedrock |
150-200 kips |
SS200 |
Compression |
View |
4 |
Bedrock |
200+ kips |
SS225 |
Compression |
View |
Gardiner Expressway Ramp
Lower Simcoe Street and Harbour Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
251.6 ft asl |
June 29, 2015 |
View |
251.7 ft asl |
June 29, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
2 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
3 |
Bedrock |
150-200 kips |
SS200 |
Compression |
View |
4 |
Bedrock |
200+ kips |
SS225 |
Compression |
View |
Gardiner Expressway Ramp
Lower Simcoe Street and Harbour Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
251.6 ft asl |
June 29, 2015 |
View |
251.7 ft asl |
June 29, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
2 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
3 |
Bedrock |
150-200 kips |
SS200 |
Compression |
View |
4 |
Bedrock |
200+ kips |
SS225 |
Compression |
View |
Gardiner Expressway Ramp
Lower Simcoe Street and Harbour Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
251.6 ft asl |
June 29, 2015 |
View |
251.7 ft asl |
June 29, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
2 |
Bedrock |
100-150 kips |
SS5 |
Compression |
View |
3 |
Bedrock |
150-200 kips |
SS200 |
Compression |
View |
4 |
Bedrock |
200+ kips |
SS225 |
Compression |
View |
Lovers Creek Bridge
Mapleview Drive and Royal Jubilee Drive, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
804.9 ft asl |
May 09, 2008 |
View |
798.0 ft asl |
May 09, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS225 |
Compression |
View |
2 |
Till |
200+ kips |
SS225 |
Compression |
View |
3 |
Till |
100-150 kips |
SS225 |
Tension |
View |
Lovers Creek Bridge
Mapleview Drive and Royal Jubilee Drive, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
804.9 ft asl |
May 09, 2008 |
View |
798.0 ft asl |
May 09, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS225 |
Compression |
View |
2 |
Till |
200+ kips |
SS225 |
Compression |
View |
3 |
Till |
100-150 kips |
SS225 |
Tension |
View |
Lovers Creek Bridge
Mapleview Drive and Royal Jubilee Drive, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
804.9 ft asl |
May 09, 2008 |
View |
798.0 ft asl |
May 09, 2008 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS225 |
Compression |
View |
2 |
Till |
200+ kips |
SS225 |
Compression |
View |
3 |
Till |
100-150 kips |
SS225 |
Tension |
View |
Mulcaster Storm Sewer Outlet
Mulcaster St and Lakeshore Dr, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
724.6 |
August 28, 2014 |
View |
722.9 |
August 28, 2014 |
View |
723.7 |
August 28, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
4 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
Mulcaster Storm Sewer Outlet
Mulcaster St and Lakeshore Dr, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
724.6 |
August 28, 2014 |
View |
722.9 |
August 28, 2014 |
View |
723.7 |
August 28, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
4 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
Mulcaster Storm Sewer Outlet
Mulcaster St and Lakeshore Dr, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
724.6 |
August 28, 2014 |
View |
722.9 |
August 28, 2014 |
View |
723.7 |
August 28, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
4 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
Mulcaster Storm Sewer Outlet
Mulcaster St and Lakeshore Dr, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
724.6 |
August 28, 2014 |
View |
722.9 |
August 28, 2014 |
View |
723.7 |
August 28, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
2 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
3 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
4 |
Silt |
less than 50 kips |
SS175 |
Tension |
View |
3080 Yonge Street
3080 Yonge Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
526.8 |
February 10, 2015 |
View |
523.3 |
February 10, 2015 |
View |
522.2 |
February 10, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3080 Yonge Street
3080 Yonge Street, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
526.8 |
February 10, 2015 |
View |
523.3 |
February 10, 2015 |
View |
522.2 |
February 10, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Centennial Park Barrie
79 Lakeshore Drive, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 01, 1986 |
View |
Grade |
June 02, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Centennial Park Barrie
79 Lakeshore Drive, Barrie, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 01, 1986 |
View |
Grade |
June 02, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
Brewery Tanks
Symes Road and Glen Scarlett Road, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
May 06, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS175 |
Tension |
View |
Seniors Residence
303 Mary Street East, Whitby, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
Seniors Residence
303 Mary Street East, Whitby, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
Seniors Residence
303 Mary Street East, Whitby, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Geodetic |
August 31, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
2 |
Sand |
100-150 kips |
SS200 |
Compression |
View |
3 |
Sand |
200+ kips |
SS200 |
Compression |
View |
4 |
Sand |
200+ kips |
SS200 |
Compression |
View |
5 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
Control Building Foundation
Parkhill Road West and Ravenwood Drive, Peterborough, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
September 08, 2011 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS175 |
Compression |
View |
Proposed 3 Storey Building
Willis Way and Caroline Street South, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 02, 2014 |
View |
Geodetic |
July 02, 2014 |
View |
Geodetic |
July 02, 2014 |
View |
Geodetic |
July 03, 2014 |
View |
Geodetic |
July 03, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
200+ kips |
SS200 |
Compression |
View |
Market Street Redevelopment
Market Street and The Esplanade, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 23, 2007 |
View |
Existing Grade |
April 23, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS200 |
Compression |
View |
2 |
Silt |
less than 50 kips |
SS200 |
Tension |
View |
Market Street Redevelopment
Market Street and The Esplanade, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
April 23, 2007 |
View |
Existing Grade |
April 23, 2007 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
100-150 kips |
SS200 |
Compression |
View |
2 |
Silt |
less than 50 kips |
SS200 |
Tension |
View |
New GIS Buillding
Wilson St. and Mary St., Hamilton, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
February 02, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Clay |
150-200 kips |
SS175 |
Compression |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
Airport Gate Expansion
Silver Dart Drive and Jetliner Road, Mississauga, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS5 |
Compression |
View |
2 |
Till |
100-150 kips |
SS5 |
Compression |
View |
3 |
Till |
100-150 kips |
SS175 |
Compression |
View |
4 |
Till |
100-150 kips |
SS175 |
Tension |
View |
Airport Gate Expansion
Silver Dart Drive and Jetliner Road, Mississauga, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS5 |
Compression |
View |
2 |
Till |
100-150 kips |
SS5 |
Compression |
View |
3 |
Till |
100-150 kips |
SS175 |
Compression |
View |
4 |
Till |
100-150 kips |
SS175 |
Tension |
View |
Airport Gate Expansion
Silver Dart Drive and Jetliner Road, Mississauga, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS5 |
Compression |
View |
2 |
Till |
100-150 kips |
SS5 |
Compression |
View |
3 |
Till |
100-150 kips |
SS175 |
Compression |
View |
4 |
Till |
100-150 kips |
SS175 |
Tension |
View |
Airport Gate Expansion
Silver Dart Drive and Jetliner Road, Mississauga, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 08, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Existing Grade |
December 07, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
100-150 kips |
SS5 |
Compression |
View |
2 |
Till |
100-150 kips |
SS5 |
Compression |
View |
3 |
Till |
100-150 kips |
SS175 |
Compression |
View |
4 |
Till |
100-150 kips |
SS175 |
Tension |
View |
Honda Plant 1
Industrial Parkway & Tottenham Road, Alliston, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
December 07, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS175 |
Compression |
View |
Centennial College
Carl Hall Road, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
November 06, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
Centennial College
Carl Hall Road, Toronto, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
November 06, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
2 |
Sand |
200+ kips |
SS200 |
Compression |
View |
University Gates Phase II
Laurelwood Drive and Bearinger Road, Waterloo, ON
Borehole Profile(s)
Datum | Date Drilled | |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Existing Grade |
July 04, 2012 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1a |
Till |
100-150 kips |
SS175 |
Compression |
View |
1b |
Till |
200+ kips |
SS175 |
Compression |
View |
2 |
Till |
200+ kips |
SS200 |
Compression |
View |
3 |
Till |
200+ kips |
SS225 |
Compression |
View |
4 |
Till |
200+ kips |
SS175 |
Compression |
View |
5 |
Till |
200+ kips |
SS200 |
Compression |
View |
6 |
Till |
200+ kips |
SS225 |
Compression |
View |
7 |
Till |
200+ kips |
SS200 |
Compression |
View |
8 |
Till |
100-150 kips |
SS200 |
Tension |
View |
9 |
Sand |
50-100 kips |
SS200 |
Tension |
View |
Port Stanley WWTP
Bridge St & Carlow Road, Port Stanly, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
May 19, 2016 |
View |
Grade |
May 19, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
150-200 kips |
SS175 |
Compression |
View |
2 |
Silt |
150-200 kips |
SS175 |
Compression |
View |
Port Stanley WWTP
Bridge St & Carlow Road, Port Stanly, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
May 19, 2016 |
View |
Grade |
May 19, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Silt |
150-200 kips |
SS175 |
Compression |
View |
2 |
Silt |
150-200 kips |
SS175 |
Compression |
View |
Starlim North America
325 Tartan Drive, London, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 17, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS200 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
Starlim North America
325 Tartan Drive, London, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 14, 2015 |
View |
Geodetic |
August 17, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS200 |
Compression |
View |
2 |
Sand |
150-200 kips |
SS175 |
Compression |
View |
Kindred Plant
Midland, ON
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS200 |
Compression |
View |
Orchard Drive WWPS
29 Orchard Drive, Ancaster, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 17, 2015 |
View |
Geodetic |
July 17, 2015 |
View |
Geodetic |
July 17, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
200+ kips |
SS175 |
Compression |
View |
Charlottetown Jr P.S.
85 Charlottetown Blvd, Scarborough, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
January 24, 2017 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Delhi WWTP
Western Ave & Quance Street, Delhi, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
July 21, 2016 |
View |
Grade |
July 21, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
Delhi WWTP
Western Ave & Quance Street, Delhi, ON
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
July 21, 2016 |
View |
Grade |
July 21, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
150-200 kips |
SS5 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
Canada Centre for Inland Waters, Burlington, ON
North Shore Blvd E & Queen Elizabeth Way Burlington, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
September 17, 2010 |
View |
Geodetic |
September 16, 2010 |
View |
Geodetic |
September 15, 2010 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
1 |
Sand |
100-150 kips |
SS175 |
Compression |
View |
2 |
Sand |
50-100 kips |
SS5 |
Compression |
View |
3 |
Sand |
less than 50 kips |
SS5 |
Tension |
View |
Elgin Mills Cemetery
Elgin Mills Road E & Leslie Street
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 05, 2015 |
View |
Geodetic |
May 05, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
Elgin Mills Cemetery
Elgin Mills Road E & Leslie Street
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 05, 2015 |
View |
Geodetic |
May 05, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
150-200 kips |
SS200 |
Compression |
View |
2 |
Till |
150-200 kips |
SS200 |
Compression |
View |
Cogeco Network Building
22 Murray Street, Grimsby
Borehole Profile(s)
Datum | Date Drilled | |
Grade |
October 31, 2014 |
View |
Grade |
October 31, 2014 |
View |
Grade |
October 31, 2014 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Till |
50-100 kips |
SS5 |
Compression |
View |
Sunnybrook Clinical Lab Renovations
2075 Bayview Ave, Toronto, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
May 31, 2014 |
View |
Geodetic |
August 10, 2016 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS200 |
Tension |
View |
2 |
Silt |
50-100 kips |
SS5 |
Compression |
View |
Humberline Park, Etobicoke ON
70 Humberline Drive, Etobicoke, Ontario
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
|
View |
Geodetic |
|
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Fill |
150-200 kips |
SS175 |
Compression |
View |
Beaumont SPS
310 Ecclestone Drive, Bracebridge, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
June 04, 2015 |
View |
Geodetic |
June 05, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
TP-01 |
Fill |
100-150 kips |
SS175 |
Compression |
View |
Humber Waste Water Treatment Plant
130 The Queensway, Etobicoke, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
July 20, 2015 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Fill |
less than 50 kips |
SS175 |
Compression |
View |
Kindred Plant
Highway 12, Midland, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
November 03, 2001 |
View |
Geodetic |
November 05, 2001 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Fill |
150-200 kips |
SS200 |
Compression |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
16 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
2 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
3 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
4 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
5 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
6 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
7 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
8 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
9 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
Windsor Casino, Windsor, ON
Assumption Street and Glengarry Avenue, Windsor, ON
Borehole Profile(s)
Datum | Date Drilled | |
Geodetic |
December 03, 2006 |
View |
Load Test(s)
Helical Piles
# |
Bearing Stratum |
Maximum Test Load |
Pile Type |
Load Applied |
|
1 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
10 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
11 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
12 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
13 |
Sand |
150-200 kips |
SS225 |
Tension |
View |
14 |
Sand |
100-150 kips |
SS225 |
Tension |
View |
15 |
Sand |
150 |