SC-Coppell HS-LR 991206FUGRO SOUTH, INC. M
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: November 5, 1999
CONTRACTOR: GDM Construction
TICKET NO.: 7079559 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 76 PLANT/TRUCK: 7/1040
CONCRETE TEMP. (°F) (ASTM C.1064): 78 MIX ID NUMBER:
TIME BATCHED: 12:40 AIR (%) (ASTM C-231) .'
TIME SAMPLED: 1:30 WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): co
LOCATION OF PLACEMENT: Walkway between old and new building at 10 feet west, 20 feet north
of southwest corner of old building,
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 337 7 11/12/99 97000 3430 3000/28 days
CHC 338 28 12/03/99 120000 4240
CHC 339 28 12/03/99 118000 4170
CHC 340 Hold
Fracture mode is (A) unless otheneise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~r'~ i--/I [-'1
curing: Methods: AS'tM C-39 Fracture: A[/XJ [~ [/'~ [_JB C D
REMARKS:
Technician: John Gipson FUGRO SOUTH INC.
Reviewed By: ,,- / --
SMH/rm
Distribution: DaI-Mac Construction - Damjon 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
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 2
DATE PERFORMED: December 2, 1999
Location: Drilled Piers
" DePth ~: . ': "
'~ Shaft '~ ..~. *Plan Actual Total' .
Pier Diameter Bearing · Pe~etra- Pene~tra- ' I:~th': .-~ Proper Water Casing
Number in. Mac,rial ~ tion fL tionft...' .. '~,.:'=i'~ ::'-".AUgnment .' Present{~! Used Remarks
121 24 2.5 9.0 9.0 11.5 Yes No No N-19
120 24 3.0 9.0 9.0 12.0 Yes No No L-19
118 24 2.5 10.0 10.0 12.5 Yes No No H-19
117 24 3.0 10.0 10.0 13.0 Yes No No G-19
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Matedah Gray Shale
m Dudng ddlling operations; however, piers were dry prior to placement of concrete.
Thomas Cranford
Fugro Technician FUGRO SOUTH INC.
Reviewed By: '---'~-
SMH/bg
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
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 1
DATE PERFORMED: December 2, 1999
Location: Drilled Piers
Pier : ' Sh~ft '; ~ 'D~Pth'' ! ' Plan=il-'i:, '"Actual!I*'II Total. ~ ='' '"
J.::.:...l~oper ' Water Casing Remarks
Number D!am..'.eter : - .;to. ": ,- ..!' Pehef:ra;. .., .... ~-. Pe~- :. Depth. '~"iJ.lgnment Presentis) Used
in.'-*-..: ~/~q]' Uon'fL. ~,:.tionfL.::-,.:':~: :'.:'::.--'--
122 24 4.4 8.0 8.2 12.6 Yes No No R-19
110 24 4.7 10.0 10.0 14.7 Yes No No 1:[-18
98 24 4.0 10.0 10.3 14.3 Yes No No R-17
73 30 3.5 7.0 7.4 10.9 Yes Yes Yes R-15
72 30 4.4 5.0 6.4 10.8 Yes Yes Yes N-15
71 30 3.5 5.0 6.5 10.0 Yes Yes No M.8-15
70 30 3.5 4.0 4.3 7.8 Yes No No K-15
08 30 3.1 12.0 12.3 15.4 Yes No No J-15
07 30 2.4 9.0 9.4 11.8 Yes No No G-15
06 30 3.7 9.0 9.1 12.8 Yes No No F-15
05 30 3.0 9.0 9.3 12.3 Yes No No E-15
04 30 2.8 9.0 9.0 11.8 Yes No No D-15
03 30 3.0 9.0 9.1 12.1 Yes No No C-15
57 30 3.0 9.0 9.0 12.0 Yes No No B-15
56 30 2.7 11.0 11.1 13.8 Yes No No A-15
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: December 6, 1999
PROJECT: Coppeil High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 1
DATE PERFORMED: December 3, 1999
Location: Drilled Piers
'Depth ' '
Shaft to Plan Actual Total · ~
Pier Diameter : Bearing :.-Penetra- penetra- · Depth . :...:.::..P!:o. per Water Casing
Number · in.:i. 'Material tlon ft. -tlon ft.. ~ ...fL %N!.,..g me. ntpresent~). ' ' Used Remarks
116 24 2.5 10.0 10.0 12.5 Yes No No F-19
115 24 2.0 10.0 10.3 12.3 Yes No No E-19
114 24 2.5 10.0 10.2 12.7 Yes Yes Yes D-19
113 24 3.5 10.0 10.3 13.8 Yes No No C-19
112 24 2.5 10.0 10.3 12.8 Yes Yes Yes B-19
111 24 3.0 8.0 8.3 11.3 Yes Yes Yes A-19
109 18 3.0 8.0 8.8 11.8 Yes No No H-18
108 18 3.0 8.0 8.3 11.3 Yes No No M.8-18
107 18 3.3 8.0 8.5 11.8 Yes No No K-18
106 18 3.5 9.0 9.0 12.5 Yes No No J-18
105 18 3.8 10.0 10.2 14.0 Yes Yes Yes G-18
104 18 2.5 10.0 10.1 12.6 Yes Yes Yes F-18
103 18 2.8 10.0 10.7 13.5 Yes No No E-18
102 18 2.5 10.0 10.0 12.5 Yes Yes Yes D-18
101 18 3.0 10.0 10.4 13.4 Yes No No C-18
100 18 2.5 10.0 10.4 12.9 Yes Yes Yes B-18
99 18 2.0 11.0 11.3 13.3 Yes Yes Yes A-18
97 18 3.0 9.0 9.0 12.0 Yes No No N-17.3
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: December 6, 1999
PROJECT: Coppell High School, Coppell. Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 2
DATE PERFORMED: December 3, 1999
Location: DH#ed Piers
Shaft to Plan Actual Total
Pier Diameter · Bearing ~ Penatra- Penetra- . Depth Proper Water Casing
Number in, ~,' :...Material. tlonfL !- tionfL .'fL Alignment ' Present~) Used Remarks~
96 18 3.0 6.0 7.8 10.8 Yes No No M-17.5
95 18 3.0 9.0 9.3 12.3 Yes No No M.8-17
94 18 3.0 8.0 9.3 12.3 Yes No No K-17
93 18 3.0 9.0 9.0 12.0 Yes No No J-17
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Share
(4) During drilling operations; however, piers were dry prior to placement of concrete.
Thomas Cranford
Fugro Technician FUGRO SOUTH INC.
Reviewed By: '~'~, '~'-~.~
SMH/bg
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 ?5229
Ph (9?2) 484-8301; Fax (972) 820-7328
DRILLED PIER OBSERVATION REPORT
REVISED
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 1
DATE PERFORMED: December 2, 1999
Location: Drilled Piers - Multi Purpose Building
Pier Shaft Depth Plan Actual Total Proper Water Casing Remarks
Number Diameter to Penetra- Penetra- Depth Alignment Present(~} Used
In. Bearing tion ft. tion ft. ft.
Material
ff.
122 24 4.4 8.0 8.2 12.6 Yes No No R-19
110 24 4.7 10.0 10.0 14.7 Yes No No R-18
98 24 4.0 10.0 10.3 14.3 Yes No No R-17
73 30 3.5 7.0 7.4 10.9 Yes Yes Yes R-15
72 30 4.4 5.0 6.4 10.8 Yes Yes Yes N-15
71 30 3.5 5.0 6.5 10.0 Yes Yes No M.8-15
70 30 3.5 4.0 4.3 7.8 Yes No No K-15
08 30 3.1 12.0 12.3 15.4 Yes No No J-15
07 30 2.4 9.0 9.4 11.8 Yes No No G-15
06 30 3.7 9.0 9.1 12.8 Yes No No F-15
05 30 3.0 9.0 9.3 12.3 Yes No No E-15
04 30 2.8 9.0 9.0 11.8 Yes No No D-15
03 30 3.0 9.0 9.1 12.1 Yes No No C-15
57 30 3.0 9.0 9.0 12.0 Yes No No B-15
56 30 2.7 11.0 11.1 13.8 Yes No No A-15
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
REVISED
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 2
I DATE PERFORMED: December 2, 1999
Location: Drilled Piers - Multi Purpose Building
Depth
Shaft to Plan Actual Total
Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks
ft.
121 24 2.5 9.0 9.0 11.5 Yes No No N-19
120 24 3.0 9.0 9.0 12.0 Yes No No L-19
118 24 2.5 10.0 10.0 12.5 Yes No No H-19
117 24 3.0 10.0 10.0 13.0 Yes No No G-19
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.
Revised to clarify location as Multi-Purpose Building
Thomas Cranford
Fugro Technician FUGRO SOUTH INC.
Reviewed By: -'"'~. ~-~~
SMH/bg
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
DRILLED PIER OBSERVATION REPORT
REVISED
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 1
I DATE PERFORMED: December 3, 1999
Location: Drilled Piers - Multi Purpose Building
Depth
Shaft to Plan Actual Total
Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks
ft.
116 24 2.5 10.0 10.0 12.5 Yes No No F-19
115 24 2.0 10.0 10.3 12.3 Yes No No E-19
114 24 2.5 10.0 10.2 12.7 Yes Yes Yes D-19
113 24 3.5 10.0 10.3 13.8 Yes No No C-19
112 24 2.5 10.0 10.3 12.8 Yes Yes Yes B-19
111 24 3.0 8.0 8.3 11.3 Yes Yes Yes A-19
109 18 3.0 8.0 8.8 11.8 Yes No No H-18
108 18 3.0 8.0 8.3 11.3 Yes No No M.8-18
107 18 3.3 8.0 8.5 11.8 Yes No No K-18
106 18 3.5 9.0 9.0 12.5 Yes No No J-18
105 18 3.8 10.0 10.2 14.0 Yes Yes Yes G-18
104 18 2.5 10.0 10.1 12.6 Yes Yes Yes F-18
103 18 2.8 10.0 10.7 13.5 Yes No No E-18
102 18 2.5 10.0 10.0 12.5 Yes Yes Yes D-18
101 18 3.0 10.0 10.4 13.4 Yes No No C-18
100 18 2.5 10.0 10.4 12.9 Yes Yes Yes B-18
99 18 2.0 11.0 11.3 13.3 Yes Yes Yes A-18
97 18 3.0 9.0 9.0 12.0 Yes No No N-17.3
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
REVISED
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 6, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 2
DATE PERFORMED: December 3, 1999
Location: Drilled Piers - Multi Purpose Building
Depth
Shaft to Plan Actual Total
Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing
Number in. Material tion ft. tion ft. ft, Alignment Present(i) Used Remarks
ft.
96 18 3.0 6.0 7.8 10.8 Yes No No M-17.5
95 18 3.0 9.0 9.3 12.3 Yes No No M.8-17
94 18 3.0 8.0 9.3 12.3 Yes No No K-17
93 18 3.0 9.0 9.0 12.0 Yes No No J-17
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
(~) Dudng drilling operations; however, piers were dry prior to placement of concretel
Revised to clarify location as Multi-Purpose Building
Thomas Cranford
Fugro Technician FUGRO SOUTH INC,
Reviewed By: ~1~. ,,~¢,~_
SMH/bg
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