SC-Coppell HS-LR 990816 FUGRO SOUTH, INC. ---~--'~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 16, 1999
PROJECT: Coppeli High School, Coppell, Texas PROJECT NO: 0791-2208
DRILLING CONTRACTOR: Page 1
DATE PERFORMED: August 9,1999 I
Location: PAD A
Depth
Shaft to Plan Actual Total
Pier Number Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
in. Material tion ft. tion ft. ft. Alignment Present~) Used Remarks
ft.
(A-9-AA) 16 18 14.1 10.0 11.0 25.1 Yes Yes Yes
A-9-CA) 17 18 14.8 8.0 8.0 22.8 Yes Yes Yes
(A-9-AB) 23 18 15.6 10.0 10.2 25.8 Yes Yes Yes
(A-9-18.5) 18 15.1 8.0 8.0 23.1 Yes Yes Yes
30
(A-9-AE-5) 18 15.3 8.0 8,0 23.3 Yes Yes Yes
53
(A9-AC) 8 24 14.2 14.0 14.1 28.3 Yes Yes Yes
(A9-AE) 45 24 16.0 14.0 14.3 30.3 Yes Yes Yes
(A9-AG) 63 24 14.0 14.0 15.3 29.3 Yes Yes Yes
(A9-AH) 75 24 15.5 13.0 13.1 28.6 Yes Yes Yes
A7-AA 2 18 15.0 10.0 10.0 25.0 Yes Yes Yes
A7-AA.3 4 18 15.0 6.0 6.0 21.0 Yes Yes Yes
(A7.5-CA) 27 18 15.0 6.0 6.0 21.0 Yes Yes Yes
(A7.5-AB) 24 18 14.5 6.0 6.0 20.5 Yes Yes Yes
A9.5Ab.5 18 16.2 8.0 8.3 24.5 Yes Yes Yes
(37)
(A9.8-HB) 22 24 13.7 10,0 10.3 24.0 Yes Yes Yes
(A9.8-AC) 37 24 16.3 10.0 10.0 26.3 Yes Yes Yes
(A9.8-AE) 44 24 16.1 10.0 10.0 26.1 Yes Yes Yes
(Ag.8-AE.5) 18 15.0 8.0 8.1 23.1 Yes Yes Yes
52
(A9-AC) 6 18 16.0 8.0 8.1 24.1 Yes Yes Yes
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, cJo Dal- Mac Construction Co. REPORT DATE: August 16, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DRILLING CONTRACTOR: Page 2
I DATE PERFORMED: August 9, 1999 I
Location: PADA
Depth
Shaft to Plan Actual Total
Pier Number Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
in. Material tion ft. tion ft. ft. Alignment Present(i) Used Remarks
ft.
(A7.5-AK. 5) 18 15.7 6.0 6.0 21.7 Yes Yes Yes
97
(A7.5-AK) 18 15.0 8.0 8.0 23.0 Yes Yes Yes
109
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
m During drilling operations; however, piers were dry prior to placement of concrete.
Thomas Cranford
Fugro Technician FUGRO SOUTH INC.
SMH/br
Distribution: DaI-Mac Construction- Damon Norman
City of Coppell - Larry Davis--
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 16, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: August 12, 1999
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Tan silty sandy clay with limestone fragments and 102.3 17.1
calcareous nodules
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
39 1 Building G & H subgrade, southeast 103.1 16.1 100.7
comer of Area G, 1st lift
40 1 Building G & H subgrade, southwest 102.0 17.1 99.7
corner of Area G, 1st lift
41 1 Building G & H subgrade, northeast 101.8 16.9 99.5
corner of Area H, 1 st lift
42 I Building G & H subgrade, northwest 103.1 17.8 101.0
corner of Area H, 1st lift
43 1 Building G & H subgrade, middle of pad, 102.8 18.5 100.4
1st lift
Remark: Densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford