ST0001-LR020515 (4) gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148410
Project No.: 015729
Date of Service: 04/24/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3"-5"
3% - 6%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C- 138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 04/24/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:00am BATCH TIME: 8:26am
TEMPERATURE (F)- AIR 75 F CONCRETE: 90 F
TRUCK NO: 1125 TICKET NO: 7115787
AIR CONTENT (%): 4.0 UNIT WEIGHT (per): NA
OVERALL PLACEMENT LOCATION:
Paving - turn lane of Freeport Parkway to Ruby, eastbound approaches on State and
southbound and northbound driveway leading into west parking lot, and apex of median of
State & Freeport north & south
SAMPLE LOCATION: 5' south x 3' east of northwest
REPORT OF TESTS corner of approach at Freeport
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) (lbs. force) (psi) TYPE
I 1 3.0 04/27/2002 3 75455 2670 Unbonded Cap
1 2 3.0 05/01/2002 7 92375 3270 Unbonded Cap
1 3 3.0 05/22/2002 28 Unbonded Cap
I 4 3.0 05/22/2002 28 Unbonded Cap
1 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.
01DK Page 1 of 3
Report No.: 148410 RoneEngineers
Project No.: 015729 m,~ns~
Client: City of Coppell
Water added at site: 10 gallons
*~*REVISED this date to reflect correct billing time. See report %149798 for
overtime***
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.
011)K Page 2 of 3
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214} 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148410
Project No.: 015729
Date of Service: 04/24/2002
Report Date: 05/15/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-23 !
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 04/24/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: l:05pm BATCHTIME: 12:36pm
TEMPERATURE (F)-AIR 78 F CONCRETE: 90 F
TRUCKNO: 975 TICK~TNO: 3143682
AIR CONTENT (%): 4.5 UNIT WEIGHT (pcB: NA
OVERALL PLACEMENT LOCATION:
Paving - turn lane of Freeport Parkway to Ruby eastbound approachments on State and
southbound and northbound driveway leading into west parking lot and noses ofmediun
State & Freeport north & south
SAMPLE LOCATION: I0' north x 8' east of southwest
REPORT OF TESTS corner of driveway west parking lot
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE
TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
2 1 3.25
04/27/2002
3 80130 2830 Unbonded Cap
2 2 3.25
05/01/2002
7 89780 3170 Unbonded Cap
2 3 3.25
2 4 3.25
05/22/2002
05/22/2002
28 Unbonded Cap
28 Unbonded Cap
2 5
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
Hold
Started: 7:30am Finished: 3:30pm
(1) City of Coppell
(1) Schrickcl, Rollins & Assoc., Inc.
Ron
Stark
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided l~r testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other li:ature &similar subject matter provided by persons or conditions over which we have no control. Our lettem and
repons are for the exclusive use of the clients to whom they am addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 3 of 3