ST0001-LR020730 (2)8908 Ambassador Row
E r g nee (
D allas, Tex
21 73247 -4510
214) 630 -9745
(214) 630 -9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: CreekvicwJDrive y(�i
reeport Parkway
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform requited field testing, cast compressive, strength samples and bring
samples back to the laboratory for outing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc. MIX DESIGN LD.: 38
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 07/22/2002
PLANT: 3 WEATHER CONDITIONS: Sunny
SPECIFICATION REQUIREMENTS TIME SAMPLED: 10:30sm BATCH TIME: 9:55am
STRENGTH 3000 psi Q 28 Days TEMPERATURE (F) - AIR 100 F CONCRETE: 95 F
SLUMP (in): 319 TRUCKNO: 966 TICKETNO . 3148066
AIR (N.): 3% Am CONTENT (Y.): 3.7 UNIT WEIGHT (pet): NA
TEST METHOD: ASTM C-172 OVERALL PLACEMENT LOCATION:
ASTM C -31 sidewalk
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138 SAMPLE LOCATI Station 7+04
ASTM C -39 REPORT OF TF.CTC
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) `
Report No.:
154897
Project No.:
015729
Date of Service:
07/22/2002
Report Date:
07/30/2002
CYLINDER
MEASURED
MARKED
SLUMP
DATE
AGE
SET NO.
(inches)
TESTED
1 1
3.0
07/29/2002
C 7/
1 2
3.0
08/19/2002
28
1 3
3.0
08/19/2002
28
1 4
Hold
Technician:
Report Distribution:
(1) City Of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Started: 8:30am
rille
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(IM. force) (pd)
87590 100
Finished: 1
6 FIR 9'
Unbonded Cap
Unbonded Cap
FRACTURE
TYPE
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineer:, Inc.
01DK Page 1 of 1
PrcjeetManager
Q t► 8908 Ambassador Row
f oneErl in+�ers ` Dallas,Texas 75247 -
(214)630 -9745 9745
(214) 630 -9819 (tai)
CONCRETE COMPRESSIVE S TRENGTH TEST
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Report No.:
154769
Project No.:
015729
Date of Service:
07/19/2002
Report Date:
07/30/2002
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Infrastructure Services, In MIX DESIGN I.D.: 38
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 07/19/2002
PLANT: 3 WEATHER CONDITIONS: Sunny
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:50am BATCH TIME: 8:38an1
STRENGTH: 3000 psi Q 28 Days TEMPERATURE (F) - AI11 85 F CONCRETE 89 F
SLUMP (in): 3 91 - 510 TRUCK NO: 1049 TICKET NO: 3147934
AIR(%): 3%
Aut CONTENT (%): 2.8 UNIT WEIGHT *o: NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Sidewalk between Station 8+68 to Station 11 +25
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138 SAMPLE LOCATI station 10+10
ASTM C -39 REPORT OR TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) '
CYLINDER
MARKED
SET NO.
2
3
4
MEASURED
SLUMP
(inches)
5.0
5.0
5.0
MAXIMUM
COMPRESSIVE
DATE AGE LOAD
STRENGTH
TESTED (days) (lbs. force)
(Pal)
07/26/2002 7 80005
2830
08/16/2002 28
08/16/2002 28
Hold
Water added at site: 7 gallons
Technician: Matt McVey Started: 8:30am
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Infiastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
Finished: 11:00am
Clay Stark
Project Manager
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 1 of 1