PA0101-LR010515CONCRET~
COMPRESSIVE STRENGTH TEST
8901 Carpenter FP..,5,.. Suite #t 00
Report Number: 94011093.0008 Dallas. Texas 75247
Service Date: April 24, 2001 (,214) 63O-lOlO
Client: City of Coppell - Parks & Recreation Report Date: May 15, 2001
Attn: 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: 12:25pm
Technician: Terry L. Smith
Batch Time: 12:07pm Plant: 41 Weather Conditions: Clear, windy
Supplier: TXI Accumulative Yards: 4
Truck No: Ticket No: 2871036 Placement Method: Direct discharge
Mix I.D. No.: 8272 Sample Locations: See placement location
Placement Location: Paving- Parking
(See attached sketch)
Field Test Data
Test Result Specification Test Method
Slump. inches: 6.00 5.0 Max ASTM C-143
Air Content. %: ASTM C-172
Concrete Ternperature. o F: 74 ASTM C-39
Ambient Temperature.',: F: 79
Plastic Unit Weight, pcf:
Laboratorv Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test ,.,,- L~arJ Strength
No. ID (inches) Tested ' (lbs) ..... ~..~,,,
I 1 6.00 05/01/2001
1 2 600 05..'01!2001 7 78.300 2~7~0.0...,,/'
'" ...... Avcra§~ ......... ~,750
1 3 05/22/2001 28
1 4 05/22/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests ',,,ere pecformed m ge:~erai accordance .,'dth appiicable ASTM test methods. Tins repo,"t ~s exc:ds~ve!y for me use of the client md~oated above
and shal', not De reproduced excep: ~n fu!; w~thout the written apprc'.,a', of Terraccn Test results transrn:tted herein are only applicable to the actual
sampies tested at the Iocat'o.".is'i referenced and are not necessarily ~nd~cative of the prope,t~es of other apparently s~milar or identical materials
Page ~ of 3
CONCRETE COMPRESSIVE STRENGTH TEST ~o~,:,.~,~.o,~i...=.
8901 Carpenter Frwy., Suite #100
Report Number: 94011093.0008 Dallas, Texas 75247
Service Date: April 24, 2001 (214) 63O-lOlO
Client: City of Coppell - Parks & Recreation Report Date: May 15, 2001
Attn: 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: 3:05pm
Technician: Terry L. Smith
Batch Time: Plant: 41 Weather Conditions: Clear
Supplier: TXl Accumulative Yards: 220
Truck No: 867 Ticket No: 2871361 Placement Method: Direct discharge
Mix I.D. No.: 8272 Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.00 5.0 Max ASTM C-143
Air Content, %: ASTM C-172
Concrete Temperature, o F: 76 ASTM C-39
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf:
Laboratorv Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
3 1 6.00 05/01/2001 7 94,790 3,350
3 2 6.00 05/01/2001 7 94,130 3,330
Average 3,340
3 3 05/22/2001 28
3 4 05/22/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution: nc.
(1) City of Coppell - Parks & Recreation
(1) TLB Construction Reviewed by:
(1) city of coppell - Constr. Insp. w ~E1:ic J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM 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 3 of 3 : ........ :'-=----' ....
GEOTECHNiCAL AND E~ F~I ~-1 I I l==
ENVIRONHENtaL CONSULTANTS
Coppell Tach Center II
1322 Crestside
Coppell, Texas
REPORTED TO: Bob Moore Construction Co. REPORT NO. 110
1110 N. Watson Road REG PROJECT NO. 7044
Arlington, Texas 76011 SAMPLE DATE: 05-15-01
A-I-TN: Mr. Ed T. McGuire TECHNICIAN: F. Steadman
CONTRACTOR: Bob Moore Construction Co.
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 20'N, 35'W of N.E. building corner 70/390
2 Paving: 25'N, 90'W of N.E. building corner 170/390
3 Paving: 25'N, 60'E of N.W. building corner 270/390
4 Firelane: 10'S, 20'W of approach off Lakeshore Drive 340/390
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
TXI 8273 4000
Test Results
Set Cylinder Age(~ I Total Load [ CompressiveI Average
No. ID Date Tested Test I I IIbs- Strength p.s.i. Strength p.s.i.
I 7620 05-22-01 7 122470 4330
7620 05-22-01 7 123360 4370 4350
7620 06-12-01 28
7620 06-12-01 28
7620 Hold H
2 7621 05-22-01 7 102780 3640
7621 05-22-01 7 106150 3760 3700
7621 06-12-01 28
7621 06-12-01 28
7621 Hold H
3 7622 05-22-01 7 99180 3510
7622 05-22-01 7 99600 3520 3520
7622 06-12-01 28
7622 06-12-01 28
7622 Hold H
4 7623 05-22-01 7 97810 3460
7623 05-22-01 7 99420 3520 3490
7623 06-12-01 28
7623 06-12-01 28
7623 Hold H
2424 STUTZ DR. ,, SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Cylinder Data
Set Cylinder r Time of I Concrete Air I Ticket
No. ID Slump Sample Air Temp. Temp. Entrainment Number
1 7620 5.50 8:25AM 74 82 5.0 2889238
2 7621 5.25 10:30AM 78 82 4.0 2889501
3 7622 5.00 12:55PM 88 86 4.1 2889733
4 7923 5.25 3:00PM 88 86 4.0 2889986
Mail Submitted by:
Distribution: (1) Bob Moore Construction Co./
Mr. Ed T. McGuire REED ENGINEERING GROUP, INC,
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone Original Signed By
(1) McHale Consulting Engineering/
Mr. Gary McHale Keith Atkins
(1) CMC-Commercial Realty/ KEA/je
Mr. Steve Huff
(1) AECC, Inc./Mr. Chad Stevens