ST0001-LR0203118908 Ambassador Row
Dallas, Texns 75247=4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 143290
Project No.: 015729
Date of Service: 02/08/2002
Report Date: 03/11/2002
Project:
Services:
CreeloAew Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast eomprassive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
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 DAX~: 02/08/2002
WEATHER CONOmONS: Sunny
TIME SAMPLED: 10:10a111 BATCHTIME: 8:52am
TEMPERATURE (F) - AIR 5 1 F CONCRETE: 57 F
T~UCK NO: 755 TICm~T NO: 7113186
MR CONTENT (%): 4.4 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Northbound Fr~port Parkway from Station 32+50 to 36
SAMPLE LOCATION: Station 33+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nche~) TESTED (days) Obs. force) (psi) TYPE
1 1 4.75 02/11/2002 3 72210 2550 Unbonded Cap
1 2 4.75 02/15/2002 7 83495 2950 Unbonded Cap
1 3 4.75 03/08/2002 28 126755 4480 Unbonded Cap
1 4 4.75 03/08/2002 28 122305 4330 Unbonded Cap
Average 4410
1 5 Hold
LIMITATIONS: The test results presented herein were prepare-hi 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 client~ to whom they are addressed and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Inc.
01DK Page 1 of 4
Report No.: 143290
Project N.o.: 015729
Client: City of Coppell
RoneEngineers
,,1 ......... '~/
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRAC'I~RE
SET NO. 0nthes) TESTED (days) Obs. force) (psi) TYPE
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 s/m/lar subject mat~er provided by persons or conditions over which we have no con,roi. Our letters and
repons are for the exeinsive 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
ReneEn
Client:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
0o0 1
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 143290
Project No.: 015729
Date of Service: 02/08/2002
Report Date: 03/11/2002
Project:
Services:
Creekview Drive and
Freeport P~r!cway
Coppetl, 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: Lattil~ore
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: 02/08/2002
WEATHER CONDITIONS: SUIIlly
TIME SAMPLED: lh40am BATCHTIME: 10:llam
TEMPERATURE (F) - AIR 68 F CONCRETE: 59 F
TRUCK NO: 958 TICKET NO: 7113197
AIR CONTENT (%): 4.6 uNrr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Northbound Frecl~rt parkway ~om Station 32+50 to 36
SAMPLE LOCATION: Station 34+79
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOA9 STRENGTH FRACTURE
SET NO. 0nches) TESTED (days) (lbs. force) (p~i) TYPE
2 1 3.0 02/11/2002 3 91990 3250 Unbonded Cap
2 2 3.0 02/15/2002 7 108410 3830 Unbonded Cap
2 3 3.0 03/08/2002 28 138200 4890 Unbonded Cap
2 4 3.0 03/08/2002 28 142315 5030 Unbonded Cap
Average 4960
2 5 Hold
LIMITATIONS: The test results presented he.in were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, perforalanee, etc.) or any other feature of similar subject matter provided by persons or conditions over which we ~ave no control Our letters and
reports are for the exclusive use of the elien~s to whom they are addressed and shall not be reproduced except in full without the wtiRen approval of Rone Engineers, Inc.
O1DK Page 3 of 4
Report No.: 143290 R°neEngineers
Project No.: 015729 Client: City of Coppell
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
DATE
TESTED
AGE
(days)
MAXIMUM
LOAD
(lbs. force)
COMPRESSIVE
STRENGTH
(psi)
Water added at site: 5 gallons
Technician: Jason Barker
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infr~u~m~ Services, Inc.
Started: 7:30am Finished: 12:30pm
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Rone Ela~~C
Project IVian
LIMITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearmac e, performance, etc.) or any other feature of similar subject maser provided by persons or conditions over which we have no control. Our letters and
reports arc for the exclusive use of thc clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 4 of 4