ST0001-LR020628I 'GN COM PCJVY
0900 Ambassador Row
Dallas, Texas 75247 -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: . Cre iew Drive and
Freeport Parkway
Coppell, TX
Report No.:
150780
Project No.:
015729
Date of Service:
05/30/2002
Report Date:
06/28/2002
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, Inc. MIX DESIGN LD.: 42
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 05/30/2002
PLANT: 6 WEATHER CONDITIONS: Clear
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8 :40am BATCH mm: 7:42am
STRENGTH: 3000 psi @ 28 Days TEMPERATURE m -AIR 75 F CONCRETE: 83 F
SLUMP On): 3 5" TRUCK NO: 980 TICKET NO 617590
AIR (%): 3% AIR CONTENT (%): 4.5 UNIT WEIGHT (pci): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
1 Paving - curb and gutter, north lane, west end of Creekview and north and south lane at
ASTM C -3
ASTM C- 1 cast end of Creekview and State
ASTM C -231
ASTM C -1064
SAMPLE LOCATI to' east x 2' north of northwest
ASTM C -138
ASTM C -39 REPORT OF TESTS COR1� placement
TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
S ET NO. ( inches) TESTED (days) ( Ibs. force) (psq TTPE
1 1 3.0 06/03/2002 4 115055 4070 Unbonded Cap
1 2 3.0 06/06/2002 7 117115 4140 Unbonded Cap
1 3 3.0 06/27/2002 28 148225 5240 Unbonded Cap
1 4 3.0 06/27/2002 28 152665 C 5400 Unbonded Cap
Average 5320
1 5 Hold
i l; i �
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 accept in full without the written approval of Rone Engineers, Inc.
01DK Page 1 of 2
Report No.: 150780 RoneEngineem
Project No.: 015729 Client: City of Coppell
CYLINDER MEASURED MAX][MUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (1bs. force) (pd) TYPE
T
Water added at site: 5 gallons
Technician: Anthony Maldonado Started: 7:00am Finished: 11:(
Report Distribution:
(1) City Of Coppell
(1) City of Coppell
(1) ht&astructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
LIMITATIONS: The teat 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.
OIDK Page 2 of 2
8908 Ambassador Row
RO � e ` rs Dallas, Tes 75247 -4510
n �i (214) 630 -9745
.(214) 630A819 (fu)
CO N C RETE C OMPRESSIVE STRENGTH TEST
Client: City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.:
150121
Project No.:
015729
Date of Service:
05/20/2002
Report Date:
06/28/2002
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
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 cuffing and testing in accordance with applicable standards.
PROJECT DATA
Coh MACTOR. Infmstnw t= Services, In MIX DESIGN I.D 9982
CONCRETE SUPPLIER TM PLACEMENT DATE 05/20/2002
PLANT: 41 WEATHER CONDITIONS: Clear
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:40pm BATCH TIME: 11:47arn
STRENGTH
4000 psi @ 28 Days
TEMPERATURE (F) -AIR 70
F CONCRETE: 90 F
SLUMP On):
3" - 5"
'TRUCK No: 71
TICKET No: 3133134
AIR (%):
3 %- 5%
AIR eoNTENT ( %): 4.0
UNIT WEIGHT (pet): NA
TEST METHOD:
ASTM C -172
OVERALL PLACEMENT LOCATION:
ASTM C -31
Paving stamped concrete east approachment into Wagon Wheel Baseball Park, west
ASTM C- 143
parkin lot
ASTM C -231
ASTM C -1064
ASTM C -138
SAMPLE LOCATION: 10' north x 3' east of southwest
ASTM C -39
REPORT
OR TESTS comer of paving, east approachment
Concrete Compressive Cylinder
6" x 12" (area 28.27 sq. in.)
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED
(days) (Ibs. force)
(psl) TYPE
1 1
2.5
05/23/2002
3 117170
4140 Unbonded Cap
1 2
2.5
05/27/2002
7 144920
5120 Unbonded Cap
1 3
2.5
06/17/2002
28 188130
6650 Unbonded Cap
1 4
2.5
06/17/2002
28 185450
6560 Unbonded Cap
Average
6610 _
5 Hold
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.
81DK Page 1 of 2
Report No.: 150121 RoneEn sneers.
Project No.: 015729 Client: City of Coppell ��
CYLINDER MEASURED MAX 4UM COMPRESSIVE
MARKED SLUMP DATE 'AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (pd) TYPE
Water added at site: 10 gallons
Technician: Anthony Maldonado Started: 11:30am Finished: 1:3(
Report Distribution:
(1) City of Coppell
(1) City OfCoppen
(1) infrastructure Services, Inc.
(1) Schrickel, Rollins R Assoc., Inc.
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 Bone Engineers, Inc.
OIDK Page 2 of 2