SC-Coppell HS-LR000523FUGRO 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, Tennis Cou~Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (AS?M C-10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
310549
87
81
10:30
12:00
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3/1096
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-'143): 6
Paving: Parking lot, station 433
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1106 7 05/22/00 71900 2540 3000/28 days
CHC 1107 28 06/12/00
CHC 1108 28 06/12/00
CHC 1109 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143. Typesof [~] ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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 Vi~go 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 12, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 103830
AMBIENT TEMP. (°F): 86
CONCRETE TEMP. (°F) (ASTM C-1064): 85
TIME BATCHED: 8:00
TIME SAMPLED: 8:30
WEATHER CONDITION: Cloudy/windy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-'143):
Placement #3, level #2 south side
Lattimore
1096
6
0
7.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1074 7 05/19/00 85600 3010 3000/28 days.
CHC 1075 28 06/09/00
CHC 1076 28 06/09/00
CHC 1077 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C. 143, Typesof ~] [~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dillon Whitehead
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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: Coppeil lSD, c/o Dal - Mac Construction Co. Report Date: May 23, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot ' Project No,: 0791-2208
Coppell, Texas
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.: 7086984
AMBIENT TEMP. (°F): 78
CONCRETE TEMP. (°F) (ASTM C.t064): 72
TIME BATCHED: 8:26 am
TIME SAMPLED: 9:30 am
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT: Paving:
The Cortez Group
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1093
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (In.) (ASTM C-143): 6.50
Parking lot, station 270
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 1102 7 05/22/00 58700 2080 3000/28 days
CHC 1103 28 06/12/00
CHC 1104 28 06/12/00
CHC 1105 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] [~ [~] ['-']
Cudng: Met~3ds: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086785
AMBIENT TEMP. (°F): 81
CONCRETE TEMP. (°F) (ASTM C-1064): 78
TIME BATCHED: 7:28
TIME SAMPLED: 8:15
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/938
MIX ID NUMBER: 38
AIR (%) (ASTra C-231): 4.2
WATER ADDED (gal): 0
SLUMP (in.) (ASTra C-143): 6
Paving: 55 feet south, 60 feet east of northeast corner of Tennis
Center
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 1050 7 05/18/00 76500 2710 3000/28 days
CHC 1051 28 06/08/00
CHC 1052 28 06/08/00
CHC 1053 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof 1~71 l-I-] I~ [~l
Curing: Methods: ASTM C-39 Fracture: AV~J V~ ]/'~ LiB C D
REMARKS:
Technician: James P, uiz
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
lid
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASWa C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
103865
86
87
11:00
11:30
Windy/clear
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 821
MIX ID NUMBER:
AIR (%) (ASTM C.231): 2.50
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 7 1/4
Panel #7, placement #3 north side
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 1082 7 05/19/00 77600 2740 3000/28 days
CHC 1083 28 06/09/00
CHC 1084 28 06/09100
CHC 1085 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] ~ ~ ~
Curing: Methods: ASTM Co39 Fracture: A B C D
REMARKS:
Technician: Dillon Whitehead
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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 Vi~go 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 12, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 103878
AMBIENT TEMP. (°F): 86
CONCRETE TEMP. (°F) (ASTM C-'1064): 87
TIME BATCHED: 12:30
TIME SAMPLED: 1:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Panel #1, placement 3 middle
LMC
821
4.50
20
6.50
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 1086 7 05/19/00 99800 3530 3000/28 days
CHC 1087 28 06/09/00
CHC 1088 28 06/09/00
CHC 1089 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ [-']
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dillon Whitehead
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
103898
89
86
1:45 pm
2:00 pm
Sunny/hot
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 820
MIX ID NUMBER:
AIR (%) (ASTM C-231): 5.50
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-~43): 7 3/4
Panel #3, placement #3 south side
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 1090 7 05/19/00 77200 2730 3000/28 days
CHC 1091 28 06/09/00
CHC 1092 28 06/09/00
CHC 1093 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~[~] [~ ]-'~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dillon Whitehead
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~ "
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No,: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.: 7087031
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C.'1064): 75
TIME BATCHED: 2:00 pm
TIME SAMPLED: 2:30 pm
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT: Paving:
The Cortez Group
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/834
MIX ID NUMBER: 38
AIR (%) (ASTM C-2:~1): 4.9
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-'143): 6 1/4
Parking lot, station 446
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 1110 7 05/22/00 63400 2240 3000/28 days
CHC 1111 28 06/12/00
CHC 1112 28 06/12/00
CHC 1113 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] ~] ~ E]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 147.28 lbs/cu, ff.
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Construction
3104325
85
83
10:28
11:15
Cloudy
Paving:
Center
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
Lattimore
3/964
38
4.4
0
SLUMP (in.) (ASTM C-143): 6.50
20 feet north, 70 feet east of southeast comer of Tennis
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 1066 7 05/18/00 68800 2430 3000/28 days
CHC 1067 28 06/08/00
CHC 1068 28 06/08/00
CHC 1069 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ [~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: James Ruiz
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:__~_..~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No,: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086789
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C.1064): 79
TIME BATCHED: 8:22
TIME SAMPLED: 9:40
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/755
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C.143): 5.50
Paving: 60 feet south, 45 feet east of northeast comer of Tennis
Center
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 1054 7 05/18/00 79800 2820 3000/28 days
CHC 1055 28 06/08/00
CHC 1056 28 06/08/00
CHC 1057 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: James Ruiz
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
103850
86
84
9:35
10:00
Windy/Clear
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231) .'
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Placement #3, middle panel #3
LMC
820
5
10
7.50
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 1078 7 05/19/00 88500 3130 3000/28 days
CHC 1079 28 06/09/00
CHC 1080 28 06/09/00
CHC 1081 Hold
Fracture mode is (A) unless otherwise noted '
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ r--]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Dillon Whitehead
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
'O
2880 Vlrgo 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086792
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTra C-10S4): 80
TIME BATCHED: 8:44
TIME SAMPLED: 10:13
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1045
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 6
Paving: 70 feet south, 100 feet east of northeast corner of Tennis
Center
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 1058 7 05/18/00 83200 2940 3000~28 days
CHC 1059 28 06/08/00
CHC 1060 28 06/08/00
CHC 1061 Hold
Fracture mode is (A) Unless otherWise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ['~ ~"~ ['"]
Curing: Methods: ASTM C-39 Fracture: AI/XJ ~xJ ~__J L...JB C D
REMARKS:
Technician: James Ruiz
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~ --
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHVV 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086780
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C-1064): 77
TIME BATCHED: 6:48
TIME SAMPLED: 7:30
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1092
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.3
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4.50
Paving: 45 feet south, 30 feet east of northeast corner of Tennis
Center
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1046 7 05/18/00 74200 2620 3000/28 days
CHC 1047 28 06/08/00
CHC 1048 28 06/08/00
CHC 1049 Hold
Fracture mode is (A) unless othenvise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: James Ruiz
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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 Vlrgo 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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
7080878
72.6
83.6
6:45 am
7:05 am
Cloudy/windy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/956
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 5
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Placement #3 east panel, 70 feet north of south end at center
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 1070 7 05/19/00 89800 3180 3000/28 days
CHC 1071 28 06/09/00
CHC 1072 28 06/09/00
CHC 1073 Hold
Fracture mode is (A) unless otherwise 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 - Lee Stone
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, Tennis Court/Parking Lot
Coppell, Texas
Report Date: May 23, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086803
AMBIENT TEMP. (°F): 84
CONCRETE TEMP. (°F) (ASTM C-1064): 81
TIME BATCHED: 9:44
TIME SAMPLED: 10:30
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT: Paving:
Center
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/755
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.6
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143) .' 5.50
10 feet north, 80 feet east of southeast corner of Tennis
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 1062 7 05/18/00 84300 2990 3000/28 days
CHC 1063 28 06/08/00
CHC 1064 28 06/08/00
CHC 1065 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ~] 0~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: James Ruiz
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford