PA0101-LR010810CONCRETE COMPRESSIVE STRENGTH TEST .H.~
EN~NEERING, INC.
8901 Carpenter Rwy., Suite #100
Report Number: 94011093.0024 Dallas, Texas 75247
Service Date.' ~J'~ ?.,?01 63O-lOl
Citv~Q~l~ll~- Park~ & Recreation Report igust 10, 2001
Client:
~l~n:~' ~"B~ad Reid ~,l Proje( :rew Brown Park East
~oore Road
/732 DeForest f Coppell, Texas
~ppe~9 Proj, Number: 940110
Material Information Sa )n
Specified Strength: 3000 psi (~ 28 Days Sample Time: 8:05am Date Cast: July 12, 2001
Technician: Sammy Cardona
Batch Time: 7:43am Plant: 41 Weather Conditions: Clear, sunny
Supplier: TXI Accumulative Yards: 80
Truck No: 58 Ticket No: 1921042 Placement Method: Pump
Mix I.D. No.: 8272 Sample Locations: 15' E, 20' N of plaza area
Placement Location: Plaza area
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 3-5 ASTM C-143
Air Content, %:
Concrete Temperature,° F: 90 ASTM C-1064
Ambient Temperature, 0 F: 85 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 07/19/2001 7 76,810 2,720
1 2 6.00 28.27 07/19/2001 7 75,480 2,670
Average 2,700
I 3 6.00 28.27 08/09/2001 28 86,200
I 4 6.00 28.27 08/09/2001 28 98,230 ' --- t 74__/0_ .~)--
Average
Services - Obtain samples of fresh concrete at the placement locations, perform required field test,t~d'nd cast compressive
strength samples.
^STM C-31, C-39, C-172, C-1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
· CONCRETE COMPRESSIVE STRENGTH TEST
ENO~NF.E~.D~o [NC.
8901 Carpenter Frwy., Suite #100
Report Number: 94011093.0024 Dallas, Texas 75247
Service Date: July 12, 2001 (214) ~3o-lolo
Client: City of Coppell - Parks & Recreation Report Date: August 10, 2001
^ttn: Brad Reid Project: Andrew Brown Park East
732 DeForest Moore Road
Coppell TX 75019 Coppell, Texas
Project Number: 94011093
Material Information Sample Information
Specified Strength: 3000 psi @ 28 Days Sample Time: 8:55am Date Cast: July 12, 2001
Technician: Sammy Cardona
Batch Time: 8:21 am Plant: 41 Weather Conditions: Clear, sunny
Supplier: TXI Accumulative Yards: 130
Truck No: 111 Ticket No: 1921049 Placement Method: Pump
Mix I.D. No.: 8272 Sample Locations: 20' W, 15' N of plaza area
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 3-5 ASTM C-143
Air Content, %:
Concrete Temperature,o F: 92 ASTM C-1064
Ambient Temperature, o F: 88 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 07/19/2001 7 101,510 3,590
2 2 6.00 28.27 07/19/2001 7 102,620 3,630
Average 3,610
2 3 6.00 28.27 08/09/2001 28 128,520 4,540
2 4 6.00 28.27 08/09/2001 28 134,510 4,760
Average 4,650
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ASTM C-31, C-39, C-172, C-1231
Technician: Sammy Cardona
(1) City of Coppell- Parks & Recreation
(1) TLB Construction Reviewed by:
(1) City of Coppell - Constr. Insp. ~ Eric J.~eiand, P.E.
Senior Project Engine~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples teated at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2 o~*u.~,,o~*~,~