MA0405-LR050625 one Engineenng
Client:
City of CoppelI
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 235932
Project No.: 0510346
Date of Service: 06/15/2005
Report Date: 06/25/2005
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: Pavement Services
CONCRETE SUPPLIER: Redi-Mix
PLANT: 1
SPECIFICATION REQUIREMENTS
STRENGTH: 3600 psi ~ 28 Days
SLUMI' (in): 4" maximum
AIR (%): NA
TEST METHOD: ASTM C- 172
ASTM C-31 ~,,~1:
ASTM C-I43
ASTM C-231
ASTM C-1064
ASYM C-1231
ASTM C-39
MEASURED
MIX DESIGN I.D.: 732 SLUM~
PLACEMENT DATE: 06/15/2005 (inches)
WEATHER CONDITIONS: Clear 4.5
TIME SAMI'LED: 9: I 0am BATCH TIME: NA
TEMPERATURE (F) - AIR 87 F CONCRETE: 88 F
tRUCK NO: 217 TICKET NO: 148653
Am CONTENT (%): NA UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Northwest and southwest comers of MaeAnhur and Smnuel; northwest and southwest
corners of MacArthur and North Village; and northwest comer of MaeArthur and Parkway
SAMPLE LOCATION:
REPORT OF TESTS
Northwest and southwest comer of
MacArthur and Samuel, 2nd lit
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
1 1 06/20/2005 5
1 2 06/22/2005 7
MAXIMUM
DIAMETER AREA LOAD
(inches) (sq.in.) (lbs. force)
6.00 28.26 101730
6.00 28.26 105970
1 3 07/13/2005 28 0.00
1 4 07/13/2005 28 0.00
Water added at site: 10 gallons
Technician: Francisco Calvillo, CET
Report Distribution:
(1) City of Coppell
(i) City of Coppell
Started: 8:30am
0.00
0.00
Finished: 10:30am
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3600 Unbonded Cap
3750 UnbondedCap
Unbonded Cap
Unbonded Cap
Project Manager
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, 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 Engineering Services, Ltd.
O/SS Page 1 ofl
Rone Engineering
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Project: Brick Paver Replacement
MA 04-05
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 235853
Project No.: 0510346
Date of Service: 06/14/2005
Report Date: 06/25/2005
Services:
Obtain samples of fi'esh 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: Pavement Services
CONCRETE SUPPLIER: Pavement Services
PLANT: NA
SPECIFICATION REQUIREMENTS
3600 psi ~ 28 Days
3" - 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: NA
PLACEM-ENT DATE: 06/14/2005
WEATHER CONDITIONS: Sutlny
TIME SAMPLED: 12:40pm BATCHTUgIE: 12:36pm
TEMPERATURE (F) - AIR 94 F CONCRETE: 97 V
TRUCKNO: 2022 TICKET NO: 1826
AIR CONTENT (%): 1.8 UNITWEIGHT(pci): NA
OVERALL PLACEMENT LOCATION:
Paving replacement at north and south turn lane of Parlovay Road and MacArthur
intersection
MEASURED
SLUME
(inches)
4.75
SAMPLE LOCATION: Same as above
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLI~rDER MAXIMTM
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
I~ypE
1 ! 06/21/2005 7 6.00 28.26
1 2 07/12/2005 28 0.00 0.00
1 3 07/12/2005 28 0.00 0.00
1 4 Hold
Technician: Osvaldo Flores
Report Distribution:
(I) City of Coppell
(I) City of Coppell
Started: 10:45am
81270
2870
Unbonded Cap
UnbondedCap
UnbondextCap
Finished: l:15pm
C~~~ ng
Project Manager
LIMITATIONS: The test results presented herein were prepared b~sed upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, 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 f~ll without the written approval of Rone Engineering Services, Ltd.
01SS Page 1 of 1
lone Engineering
8908 Ambassador Row, Dallas~ TX 75247
2696 Graval Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Ms. Suzan Taylor, Engineering Dept
PO Box 9478
Coppell TX 75019
Report No.: 235940
Project No.: 0510346
Date of Service: 06/15/2005
Report Date: 06/25/2005
Project: Brick Paver Replacement
MA 04-05
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
MEASURED
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Pavement Services
CONCRETE SUPPLIER: Pavement Services
PLANT: Mobile Crete
SPECIFICATION REQUmEMENTS
3600 psi ~ 28 Days
4" maximum
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-1231
ASTM C-39
MIX DESIGN I.D.: 2 SLUMP
PLACEMENT DATE: 06/15/2005 (inches)
WEATHER CONDITIONS: Clear 4.0
TIME SAMPLED: 9;50anl BATCHTIME: 7:40am
TEMPERATURE (F) - AIR 89 F CONCRETE: 90 F
TRUCK NO: 2621 TIC~T NO: 1827
AIR CONTENT (%): NA UNITWEIGHT(pcf}: NA
OVERALL PLACEMENT LOCATION:
Northwest and southwest comers of MacAathur and Samuel; norlhwest and southwest
comers of MacArthur and North Village; northwest comer of MacArthur and Parkway
SAMFLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Northwest and southwest comer of
MacArthur and Samuel, first lift
CYLIINDER MAXIMUNI
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force)
1 1 06/20/2005 5 6.00 28.26 115820
7 6.00 28.26 121170
28 0.00 0.00
28 0.00 0.00
1 2 06/22/2005
07/13/2005
07/13/2005
See Report g235932 for technician time.
Technician: Francisco Calvillo, CET
Report Distribution:
(1) City of Coppall
(1) City of Coppell
Started: Finished:
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4100 Unbonded Cap
4290 Unbonded Cap
Unbonded Cap
Unbonded Cap
Project Manager
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, etc.) or any other feature of simila~ 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 Engineering Services, Ltd
0ISS Page 1 of 1