SC-Coppell HS-LR000612FUGRO 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: June 12, 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 t2", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER 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 109600 3880
CHC 1072 28 06/09/00 107400 3800
CHC 1073 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~1 r-.]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
SMH/rm
Distribution:
FUGRO SOUTH INC.
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: June 12, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3104502 CONCRETE SUPPLIER: LMC
61 PLANT/TRUCK: 3/821
73 MIX ID NUMBER: 38
6:31 am AIR (%) (ASTM C-231): 5.1
7:00 am WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C-143): 5.50
Paving: Parking lot, station 409
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 1094 7 05/22/00 78200 2770 3000/28 days
CHC 1095 28 06/12/00 104700 3700
CHC 1096 28 06/12/00 108300 3830
CHC 1097 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~;1 r'~ r~l r'-i
curing: Methods: ASTM C-39 Fracture: AI/XJ [/~J [/I L.JB c D
REMARKS: Unit Weight: 142.4 lbs/cu, ft.
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
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) 4,84-8301; 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: June 12, 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 129600 4580
CHC 1088 28 06/09/00 126500 4470
CHC 1089 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C.31 Testing ASTM C-143, Types°f [~ [~ !~1
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Dillon Whitehead
FUGRO SOUTH INC.
Reviewed By: t,~.
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) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 12, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
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-143): 7 3/4
Panel #3, placement #3 south side
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x t2", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED coMPRESSIVE
CYENDER 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 104000 3680
CHC 1092 28 06/09/00 99800 3530
CHC 1093 Hold
Fracture mode is (A) unless otherwise noted
SpecificalJons: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Dillon Whitehead
FUGRO SOUTH INC.
Reviewed By: ~tj '~. c ~
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
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Report Date: June 12, 2000
Project No.: 0791-2208
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
SAMPLE DATE: May 12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
---1
Cortez Group
103865 CONCRETE SUPPLIER: LMC
86 PLANT/TRUCK: 821
87 MIX ID NUMBER:
11:00 AIR (%) (ASTM C-23t): 2.50
11:30 WATER ADDED (gal): 0
Windy/clear SLUMP (in.) (ASTM C.143): 7 1/4
LOCATION OF PLACEMENT: Panel #7, placement #3 north side
co,
~~ 9;00 77600 2740 ~
~ 0~,09,00 ~00 3~0 __~
o ,o o
F~cture m~e is ~
REMARKS:
Technician:
Dillon Whitehead
FUGRO SOUTH INC.
Reviewed By:~) -'~ c. ~~~__~
SMH/rm
Distribution:
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: June 12, 2000
Project No.: 0791-2208
SAMPLE DATE: May '12, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.10S4):
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
CYMNDER 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 108500 3840
CHC 1080 28 06/09/00 106300 3760
CHC 1081 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:
SMH/rm
Distribution:
Dillon Whitehead
FUGRO SOUTH INC.
Reviewed By: ~,~ "~ r,- ~,~c.,.__'
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
I~h (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: June 12, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
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-23t):
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
CYLINDER 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 103200 3650
CHC 1076 28 06/09/00 106800 3780
CHC 1077 Hold
Fracture mode is (A) unless othenNise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~] [~ E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Dillon Whitehead
FUGRO SOUTH INC.
Reviewed By: ],~ ~ c" ~1.~.~
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: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 12, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7087031
87
75
2:00 pm
2:30 pm
Sunny
Paving:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/834
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 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 COMPRESSWE
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 96300 3410
CHC 1112 28 06/12/00 92100 3260
CHC 11 13 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ m ~-71 r'-]
Cudng: Methods: ASTM C-39 Fracture: AVXJ [,~ [/] [~B C D
REMARKS: Unit Weight: 147.28 lbs/cu, ft.
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: /_~? ,~c
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 CourtJParking Lot
Coppell, Texas
Report Date: June 12, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.: 310549
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C.1064): 81
TIME BATCHED: 10:30
TIME SAMPLED: 12:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT: Paving:
The Cortez Group
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
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 05122/00 71900 2540 3000/28 days
CHC 1107 28 06/12/00 98500 3480
CHC 1108 28 06/12/00 101600 3590
CHC 1109 Hold
Fracture mode 'is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~] E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: [,~ ~/L ¢ ~~,,~'~.~
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: June 12, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7086984
78
72
8:26 am
9:30 am
Sunny
Paving:
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 86300 3050
CHC 1104 28 06/12/00 85800 3040
CHC 1105 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:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: ~(,,,) ~ c ~~-.-~
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: June 12, 2000
Project No.: 0791-2208
SAMPLE DATE: May 15, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-'!064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3104515
73
71
7:41 am
8:20 am
Sunny
Paving:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3/746
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 7.50
Parking lot, station 399
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 1098 7 05/22/00 81000 2870 3000/28 days
CHC 1099 28 06/12/00 104900 3710
CHC 1100 28 06/12/00 106800 3780
CHC 1101 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [']-I ~--~ r-I
Curing: Methods: ASTM C-39 Fracture: AV~ I/XI I/'1 I lB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
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