SC-Coppell HS-LR000215FUGRO SOUTH, INC.
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: February 15, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac - Cortez Group
7083176
65.3
62.7
1:46 pm
2:55 pm
Pier:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/959
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): ' 3
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
CI17, bottom 114 - B/5.5
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.2/' square inchee
TOTAL COMPRESSIVE SPECIFIED COMPRES~JVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (p~l)
CHC 560 7 02114/00 105000 3710 3000/28 da}is
CHC 561 28 03106/00
CHC 562 28 03106/00
CHC 563 Hold
Fracture mode is (A) ta-~ olll~-vV~ ~
Specifications: Making & ASTM C-31 Testing ASTM C'143. Typesof ~ [~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D ,,,
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
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; E, iG~, Texas 75229
Ph (972) 484.8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppeli lSD, c,/o Dal - Mac Construction Co.
PROJECT: Coppell High School, Stadium Expansion, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: February 15, 2000
Project No.: 0791-2208
Page I
DATE PERFORMED: FebruaW 11, 2000
Location: Drilled Piers
~24.9 18 11.0 5.0 5.0 16.0 Yes No No 157
AD/I.6 24 14.8 4.0 4.2 19.0 ~ Yes No No 1~
F.5/25.4 18 10.5 6.0 6.5 17.0 Yes No No 160
F.3/24.9 18' 10,7 6.0 6.1 16.8 Yes NO ..... No 159
AD/I.1 24 14.4 4.0 4.2 18.6 Y~ No No 145
~25.3 18 9.1. 6.0 6.4 15.5 'Yes No No 161
AD/0.4 24 14.4 4.0 4.1 18.5 Yes No . ~ No 1 ~
D.9/25 18 10.4 6.0 6.5 16.9 Yes No No 162
D/24 18 13.0 6.0 6.2 19.2 Yes No No 130
F/24 18 12.2 6.0 6.1 18.3 Yes No No 129
AC/0.2 24 13.5 4.0 4.4 17.9 Yes No No 148
AD/0.2 24 13.5 4.0 4.1 17.6 Yes No No 147
C.8/23.5 18 15.0 4.0 4.1 19.1 Yes No No 131
FJ22.6 18 14.1 6.0 6.4 20.5 Yes No No 128
F/22.4 18 14.5 6.0 6.2 20.7 Yes No No 127
AB/0.4 24 13.5 4.0 4.0 17.5 Yes NO No -. ]49.
0.4/0.5 ..24 12.9 .4.0 4.2 17.1 .Yes -No " No ...... ]~0.
' 0.4/A 18 .12.9 4.0 4.3 ~7.2 Yes~ No No 151
F/21.3 18 14.0 6.0 6.8 20.8 Yes NO No 126
F/21.1 18 13.8 6.0 6.1 19.9 Yes No No 125
Fl20.0 18 14.9 6.0 6.9 21.8 Yes No No 124
FUGRO SOUTH, INC.
2880 Vlrgo Lane; ~U~, 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: February 15, 2000
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
DRILLING CONTRACTOR: Street Foundation Page 2
DATE PERFORMED: Februa,ry !.1' 2000,
0.4lB. 1
0.2/B.4
F/19
G.5/17.9
G.5/16.1
B.5/1.5
B.8/1.6
18
18
18
18
18
18
18
14.4
12.8
14.8
14.0
14.0
14.9
13.8
4.0
6.0
4.0
4.2
6.1
4.2
5.4
4.0
4.0 4.1
4.0 4.2
17.0
20.9
18.2
19.4
19.0
18.0
* Yes * 152
No
No
No
No
No
No
No
No
Yes
Yes
Yes
Yes
Yes
No
NO . ~
No
Yes
Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
During drilling operations; however, piers were dry prior to placement of concrete.
* Pier not completed, encountered water and will require casing to completed.
154
123
121
120
155
156
Phillip L. Forrest
Fugro Technician
FUGRO SOUTH INC.
Reviewed By: -'i'p.
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
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 15, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac - Cortez Group
3098805 CONCRETE SUPPLIER: Lattimore
60.5 PLANT/TRUCK: 3/1049
63.08 MIX ID NUMBER: 16
3:27 pm AIR (%) (ASTM C-23t): 3
4:32 pm WATER ADDED (gal): 5
Clear SLUMP (in.) (ASTM C-t43): 3 3/4
Pier 0.5/5.5 middle 2/3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIPic~ COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 564 7 02/14/00 118000 4170 3000/28 days
CHC 565 28 03/06/00
crc 566 28 03/06/00 -
CHC 567 Hold Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C'143' Types°f ~ [~] [~] E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike EImore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppetl lSD, c/o Dal - Mac Construction Co.
Coppeil High School, Stadium Expansion
Coppell, Texas
Report Date: February 15, 2000
Project No.: 0791-2208
SAMPLE DATE: February 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-¶064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac - Cortez Group
7083162 CONCRETE SUPPLIER: Lattimore
56.8 PLANT/TRUCK: 7~956
59.4 MIX ID NUMBER: 16
11:26 am AIR (%) (ASTM C-231): 3 1/4
12:05 pm WATER ADDED (gal): 0
Cloudy SLUMP (in.) (ASWa C.143): 8 1/4
Top 2/3 of pier C/19.5
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 556 7 02/14/00 56000 1980 .. 3000/28 days
CHC 557 28 03/06/00 ..~
CHC 558 28 03/06/00
CHC 559 Hold
Fracture mode is (A) unleas othen~se noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~ [-']
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
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
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: February 15, 2000
Project No,: 0791-2208
SAMPLE DATE: February 7, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac - Cortez Group
3098746 CONCRETE SUPPLIER: Lattimore
57.2 PLANT/TRUCK: 3/820
55.2 MIX ID NUMBER: 16
9:08 am AIR (%) (ASTM C-231): 3 1/4
9:50 am WATER ADDED (gal): 0
Partly cloudy SLUMP (in.) (ASTM C.143): 7.50
Pier C/2 - bottom 2/3 of C/3
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 552 7 02/14/00 98000 3470 3000~28 days
CHC 553 28 03106/00 .~,
CHC 554 28 03/06/00
CHC 555 Hold
Fracture mode is (A) unless othe.,'wise noted
Speciflcalions: Making & ASTM C-31 Testing ASTM C-143, Typ. of ~ FT'I F'~ n
Cudng: Methods: ASTM C-39 Fracture: AV~I I/XI [/] I lB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: '~'-~
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