CF-Coppell Rd SC-LR020315 (2)Hooper Engineering Laboratories, Inc.
Construction Materials Testing
R E p O~,,~,~r' n 7~' _-- ~" T" T- 3..-'_~ __
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.: 01.1054
DATE: 15 March 2002
SUPPLIER: Lattimore
East parking area and fire lane: approx. 45' south of north
curbline, 30' west of east curbline
East parking area and fire lane: approx. 95' south of north
curbline, 30' west of east curbline
SAMPLE DATA: SET 1 SET 2
Truck No. 1042 1106
Ticket No. 7114455 7114463
Time Batched 6:38am 7:32am
Time Sampled 7:30am 8:25am
Concrete Temp. (ASTM C1064) 65°F 65°F
Air Content (ASTM C231) 3,5%* 5.0%
Unit Weight (ASTM C138)
MIX NO. 64
Cement
Flyash
Sand
iR.
1.0 in.
Water
Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C 143)
138 4.25 ~ 03/22/02
139 4.25 28 04/12/02
140 4,25 28 04/12/02
141 4.00 ~;)3/22/02
142 4.00 04/12/02
143 4.00 28 04/12/02
(Standard 6 inch x 12 inch cylinder)
Total Load Compressive Required
Pounds Strength 28-Day
Strength
117,700
28-Day~Average 3500
114, 60 f~"'~050j~
28-Day Average 3500
'Client notified of air test results.
TECHNICIAN:
DISTRIBUTION:
CDJ (6:30am-12:00 Noon)
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Texas Unified Constructors, Inc.
PROJECT: Field Service Offices & Maint. Fac., C0ppell
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.: 01.1054
DATE: 15 March 2002
SUPPLIER: Lattimore
East parking area and fire lane: approx, 165' south of north
curbline, 20' west of east curbline
East parking area and fire lane west of vehicle storage bldg.,
approx. 10' north of south and 50' west of west bldg. line
SAMPLE DATA: SET 1 SET 2 MIX NO. 64
Truck No. 958 1125 Cement
Ticket No. 7114468 7114474 Flyash
Time Batched 8:07am 8:47am Sand
Time Sampled 9:10am 9:55am in.
Concrete Temp. (ASTM C1064) 69°F 69°F 1.0 in.
Air Content (ASTM C231) 5.0% 6.5% Water
Unit Weight (ASTM C138~ Admix //1
Admix //2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
144 4,25 7 03/22/02
145 4.25 28 04/12~02
146 4.25 28 04/12~02
147 4.75 7 03/22/02
148 4.75 28 04/12/02
149 4.75 28 04/12/02
113,000 4000
28-Day Average
99,100 3510
28-Day Average
35OO
35OO
TECHNICIAN:
DISTRIBUTION:
CDJ (6:30am-12:00 Noon)
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc,
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 01.1054
CLIENT: Texas Unified Constructors, Inc. DATE: 15 March 2002
PROJECT: Field Service Offices & Maint. Fac., Coppell SUPPLIER: Lattimore
LOCATION OF POUR SET 1: East parking area and fire lane west of vehicle storage bldg.,
approx. 60' north of south and 50' west of east bldg. line
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 757 Cement
Ticket No. 7114482 Flyash
Time Batched 9:55am Sand
Time Sampled 11:20am in.
Concrete Temp. (ASTM C1064) 67°F 1.0 in.
Air Content (ASTM C231) 6.0% Water
Unit Weight (ASTM C138) Admix //1
Admix //2
AEA
64
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
150 5.00 7 03~22/02
151 5.00 28 04/12/02
152 5.00 28 04/12~02
95,400
28-Day Average
3370
3500
TECHNICIAN:
DISTRIBUTION:
CDJ (6:30am-12:00 Noon)
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS
CLIENT: Texas Unified Constructors, thC.
PROJECT: Field Service Offices & Maint. Fac., Coppell
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
JOB NO.: 01.1054
DATE: 15 March 2002
SUPPLIER: Lattimore
Paving, 0'-30' north and 30'-50' east of northwest corner of
vehicle storage building
Paving, 0'-20' east and 30'-60' north of northeast
corner of chemical storage building
SAMPLE DATA: SET 1 SET 2 MIX NO. 64
Truck No. 755 1045 Cement
Ticket No. 7114510 7114525 Flyash
TimeBatched 12:53pm 2:10pm Sand
Time Sampled 1:35pm 3:00pm in.
Concrete Temp. (ASTM C1064) 65°F 68°F 1.0 in.
Air Content {ASTM C231) 5.5% 5,3% Water
Unit Weight {ASTM C138) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
153 5.00 7 03122/02
154 5.00 28 04/12/02
155 5.00 28 04/12/02
156 5.00 7 03/22/02
157 5.00 28 04/12/02
158 5.00 28 04/12/02
98,8OO 349O
28-Day Average
114,500 4050
28-Day Average
35O0
3500
TECHNICIAN:
DISTRIBUTION:
MFM (l:00pm-4:OOpm)
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148