ST0001-LR020523RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(21~) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Atto: 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: 05/23/2002
Creekview Drive and
Freeport Park-way
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:
CONTEACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
FLAir: 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 LD.: 42
pLAC~ME~rr DATE: 04/24/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:00am BATCH TIME: 8:26am
TEMPERATURE (F) - Am 75 F CONCRETE: 90 r
TRUCK NO: 1125 TICKET NO: 7115787
AIR CONTENT (%): 4.0 UNIT WEIGHT (pc0: 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 ~om~ of approach at Freeport
Concrete Compressive Cylindex 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0aches) TESTED (days) Obs. force) (psi) TYPE
1 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 117540 4160 Unbonded Cap
1 4 3.0 05/22/2002 28 115120 4070 Unbonded Cap
Average 4120
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 ia 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 4
Report No.: 148410 RoneEngineers
Project No.: 015729 m~n~l
Client: City of Coppell
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
FRACTURE
TYPE
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.
01DK Page 2 of 4
gineers
8908 Ambnssador Row
Dnllas, Texns ?$247-4510
(2i4) 630-9745
(214) 630=9819 (fnx)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Atto: 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: 05/23/2002
Creekview Drive and
Freeport Parkway
Coppoll, 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):
A1R (%):
TEST METHOD:
co~crancroR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
T' - 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: 1:05pm CATCH TIM~: 12:36pm
TEMPERATURE (F) - AIR 78 F CONCRETE: 90 F
TRUC~ NO: 975 TlC~T NO: 3143682
AIR CONTENT (%): 4,5 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - turn lane of Freeport Parkway to Ruby eastbound approaclunents on State and
southbound and notthbound driveway leading into west parking lot and noses of mediun
State & Freeport north & south
SAMPLE LOCATION: 10' north x 8' east of southwest
REPORT OF TESTS comer of veway west p=king lot
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) Obs. 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 05/22/2002 28 ! 15525 4090 Unbonded Cap
2 4 3.25 05/22/2002 28 112720 3990 Unbonded Cap
Average 4040
2 5 Hold
LIMITATIONS: The test results presented heroin 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 conditiom over which we have no control. Our letters and
reports are for the exclusive usc of thc clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 3 of 4
Report No.: 148410 RoneEngineers
Project No.: 015729 Im'ltnl*~ 1
Client: City of Coppell
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE AGE
TESTED (days)
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
Obs. force) (psi) TYPE
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infras~ucture Services, Inc.
Started: 7:30am Finished: 3:30pm
(1) City of Coppell
(1) Schrickcl, Rollins & Assoc., Inc.
Rone ~
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 4 of 4