ST0001-LR020524 (2)RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149973
Project No.: 015729
Date of Service: 05/16/2002
Report Date: 05/24/2002
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% - 5%
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: 05/16/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 12:30pm BATCHTIME: ll:49am
TEMPERATURE (l~ - AIR 70 F CONCRETE: 90 F
TRUCK NO: 1040 TICKET NO: 7116679
AIR CONTENT (¥0): 4.25 UNIT WEIGaT ~cO: NA
OVERALL PLACE1VIENT LOCATION:
Paving - State Street (median center) mm into west parking lot of Wagon Wheel Baseball
Park
SAMPLE LOCATION:
REPORT OF TESTS
15' south x 2' east of apex of
median center
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 3.0
1 2 3.0
1 3 3.0
1 4
Technician: Alltholly Maldonado
Report Distribution:
(1) City of Coppell
(I) City of CoppeL1
(1) City of Coppell
(1) hfi'astmcture Services, Inc.
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
05/23/2002 7 109555
06/13/2002 28
06/13/2002 28
Hold
Started: 12:00pm Finished: 3:00pm
(1) City of Coppell
(1) Schfickel, Rollins & Assoc., Inc.
3870 Unbonded Cap
Unbonded Cap
Unbonded Cap
Clay S~arl~
/~Project Mmag~
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 Roan Engineers, Inc.
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RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 150182
Project No.: 015729
Date of Service: 05/21/2002
Report Date: 05/24/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Gauge: Troxler 3430 Moisture
Test Methods: ASTM D-2922
ASTM D-3017 Gauge Serial No: 32685 Current: 567
Test Mode: DT
Previous: 576
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pcf
1 25.5 94.5
Dark Brown, Gray and Tan Clay
Standard Counts
Density
Current: 2968
Previous: 2986
Project Requirements
Moisture Density
Optimum +5 95 mia
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pet') (PeO (% max)
Footing
1 Retaining wall, Station I+00, grade 6" 1 26.9
Footing
2 Retaining wall, Station 4+00, grade 6" 1 26.8
Test results on this report meet project specification.
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppoll
(1) City of Coppell
(I) City of Coppell
(I) lafrasmaoture Services, Inc.
Started: 9:30am Finished: ll:30a
(1) City of Coppell
(1) Schrickcl, Rollins & Assoc., Inc.
114.6 90.3
117.0 92.3
ROneprcoj~~~
96
98
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 contxoL 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 Roue Engineers, Inc.
07DK Page 1 of 1
RoneEn g
8908 Ambassador Row
Dallas, Texas 75247-.4510
(214) 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.: 148627
Project No.: 015729
Date of Service: 04/26/2002
Report Date: 05/28/2002
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:
Co~rrRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: TXI
PLANT: 41
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
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.: 8274
PLACEMENT DATE: 04/26/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:40am BATCHTIME: 8:01am
TEMPERATURE (F) - AIR 70 F CONCRETE: 80 F
TRUCK NO: 462 TIC~T NO: 3119797
AIR CONTENT (%): 4.5 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Red stamp entrance to Wagon Wheel Park at Creekview Drive
SAMPLE LOCATION: 10' east x 5' north of southwest
REPORT OF TESTS of red stamped entrance
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
3.5 04/29/2002 3 124155 4390 Unbonded Cap
3.5 05/03/2002 7 143410 5070 Unbonded Cap
3.5 05/24/2002 28 164480 5820 Unbonded Cap
3.5 05/24/2002 28 162205 5740 Unbonded Cap
Average 5780
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 contl'ol. Our lelters 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 2
Report No.: 148627 RoneEn~i?.~.e~
Project No.: 015729
Client: City of Coppell
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
0riches)
DATE
TESTED
AGE
(days)
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
Water added at site: 5 gallons
Technician: Eric White
Report DisWibution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
Started: 8:30am
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Finished: 10:30am
Cla~ ~tark
Project Manager
LIMITATIONS: Thc 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.
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