ST0001-LR020520RoneEn 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
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
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.: 38
PLACEMENT OATE: 04/19/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7:05am BATCH TIME: 6:02am
TEMPERATURE (F) - AIR 80 F CONCRETE: 90 F
TRUC~: NO: 1045 TICKET NO: 7115618
AIR CONTENT (%): 3.5 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving - Creekvinw, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION:
REPORT OF TESTS
35' cast x 5' south of northwest
comer of paving, south lane
· ' 6" 12" (area 28.27 sq. in.)
Concrete Compressive Cylinder x
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs, force) (psi) TYPE
1 1 2.5 04/22/2002 3 90975 3220 Unbonded Cap
1 2 2.5 04/26/2002 7 98990 3500 Unbonded Cap
1 3 2.5 05/17/2002 28 130025 4600 Unbonded Cap
1 4 2.5 05/17/2002 28 133440 4720 Unbonded Cap
Average 4660
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 18
Report No.: 148080 RoneEngineers
Project No.: 015729 Client: City of Coppell m'~m~l
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Water added at site: 10 gallons
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 end shall not be reproduced except in fi~ll without the written approval of Rone Engineers, Inc.
01DK Page 2 of 18
Ro =gineers
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630-9745
(214) 6309819 (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.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of flesh 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: Lat~imore
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.: 38
PLACEMENT DATe: 04/19/2002
WEATHER CONDITIONS: CleRr
TIME SAMPLED: 8:40am BATCHTIME: 8:06am
TEMPERATURE (F)- AIR 82 F CONCRETE: 90 F
TRUCK NO: 938 TIEK]ETNO: 7115627
AIR CONTENT (%): 4.5 UNIT WEIGHT (per): NA
OVERALL PLACEMENT LOCATION:
Paving - Creekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 2+00
REPORT OF TESTS
Coner~e 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
2 1 2.5 04/22/2002 3 91245 3230 Unbonded Cap
2 2 2.5 04/26/2002 7 108370 3830 Unbonded Cap
2 3 2.5 05/17/2002 28 133440 4720 Unbonded Cap
2 4 2.5 05/17/2002 28 128495 4540 Unbonded Cap
Average 4630
2 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
repons 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 3 of 18
Report No.: 148080 RoneEn~ine~e~
Project No.: 015729 Client: City of Coppell .............
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. 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 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 18
RoneEn 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
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of flesh 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~rraACTOR: 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.: 38
PLACEM~fr DATE: 04/19/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 10:30am BATCH TIME: 9:02am
TEMPERATURE (IF) - AIR 82 F CONCRETE: 90 F
TRUCK NO: 1093 TICKET NO: 7115637
AIR Cot*rENT (%): 4.25 UNITWEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Creekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 3+75
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. (inches) TESTED (days) Obs. force) (psi) TYPE
3 1 2.25 04/22/2002 3 80015 2830 UnbondedCap
3 2 2.25 04/26/2002 7 90835 3210 Unbonded Cap
3 3 2.25 05/17/2002 28 111115 3930 Unbonded Cap
3 4 2.25 05/17/2002 28 113320 4010 Unbonded Cap
Average 3970
3 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, linc.
01DK Page $ of 18
Report No.: 148080 RoneEngineers
Project No.: 015729 Client: City of Coppell t~l
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. 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 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 appwval of Rone Engineers, Inc.
01DK Page 6 of 18
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
ARm Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
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:
CONTaACTOR: 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.: 38
PLACEM~rr DATE: 04/19/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: ] :20pm BATCH TIME: 12:41pm
TEMPERATURE (F) - AIR 85 F CONCRETE: 90 F
TRUCl< NO: 1106 TIC~T NO: 3143432
AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - Crcekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 5+25
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. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 2.5 04/22/2002 3 92295 3260 Unbonded Cap
4 2 2.5 04/26/2002 7 100175 3540 Unbonded Cap
4 3 2.5 05/17/2002 28 132590 4690 Unbonded Cap
4 4 2.5 05/17/2002 28 129750 4590 Unbonded Cap
Average 4640
4 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 conh'ol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in flail without the written approval of Rone Engineers, Inc.
01DK Page 7 of 18
Report No.: 148080 Rone£ngineers
Project No.: 015729 Client: City of Coppell
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
Water added at site: 5 gallons
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 8 of 18
Ro 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
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
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 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-3 !
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLAC~M~rr OATS: 04/19/2002
WEATHER CONDITIONS: Partly cloudy
TIM~ SAMPLEO: 2:35pm BATCH TIM~: 1:57pm
TEMPERATURE (F} - AIR 85 F CONCRETE: 92 F
TRUCKNO: 757 TICK~TNO: 7115666
AIR CONTENT (%): 4.75 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - Creek:view, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 7+60
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. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 2.0 04/22/2002 3 94700 3350 Unbonded Cap
5 2 2.0 04/26/2002 7 105295 3720 Unbonded Cap
5 3 2.0 05/17/2002 28 121875 4310 Unbonded Cap
5 4 2.0 05/17/2002 28 124890 4420 Unbonded Cap
Average 4370
5 5 Hold
LIMITATIONS: The test results presented hem-in 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 9 of 18
Report No.: 148080 RoneEngineers
Project No.: 015729 Client: City of Coppell I~mm~l
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
Water added at site: 5 gallons
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 thc 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 10 of 18
RoneEn 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
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of frenh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back m 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.: 38
PLACEME~rr OATE: 04/19/2002
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:35pm BATCH TIMr: 2:1 lpm
TEMPERATURE CF} - AIR 86 F CONCRETE: 90 F
TRVC~: NO: 973 T~Cr.~T NO: 7115670
AIR CONTENT (%): 4.0 UNIT WEIGHT (pc/}: NA
OVERALL PLACEMENT LOCATION:
Paving - Creekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 9+30
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. (inches) TESTED (days) Obs. force) (psi) TYPE
6 1 2.5 04/22/2002 3 80170 2830 Unbonded Cap
6 2 2.5 04/26/2002 7 99385 3510 Unbonded Cap
6 3 2.5 05/17/2002 28 128975 4560 Unbonded Cap
6 4 2.5 05/17/2002 28 126845 4490 Unbonded Cap
Average 4530
6 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 11 of 18
Report No.: 148080 RoneEngineers
Project No.: 015729 Client: City o£Coppell I~l
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. 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 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 12 of 18
ROneEn glneers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9g19 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
At~: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at thc 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
T~ - 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.: 38
PLACEMENT DATE: 04/19/2002
WEATHER CONDITIONS: Partly cloudy
TI~mStaV~PLED: 4:lSpm BATCHTIM~: 2:45pm
TEMPERATURE (F) - AIR 85 F CONCRETE: 90 F
TRUCK NO: 1050 TlCm~T NO: 3143452
AIR CONTENT (%): 4.25 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Creekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 10+75
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (ama 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
7 1 2.25 04/22/2002 3 85250 3010 Unbonded Cap
7 2 2.25 04/26/2002 7 96920 3430 Unbonded Cap
7 3 2.25 05/17/2002 28 115475 4080 Unbonded Cap
7 4 2.25 05/17/2002 28 119415 4220 Unbonded Cap
Average 4150
7 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 13 of 18
Report No.: 148080 RoneEngineers
Project No.: 015729 Client: City of Coppell mmm~Wl
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
Water added at site: 10 9allons
LIMITATIONS: The test resuRs 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 end shall not be reproduced except in full without the wriften approval of Rone Engineers, Inc.
01DK Page 14 of 18
RoneEn gil
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 650-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
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:
CONTRACrOR: 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.: 38
PLACEMENT DATE: 04/19/2002
WEATHER CONDrrIoNS: Partly cloudy
TIME SAMPLED: 5:15pm BATCH TIME: 4:19pm
TEMPERATURE (F} - AIR 85 F CONCRETE: 90 F
TRUCKNO: 746 TIC~:~Tr~O: 6173396
AIR CONTENT (%): 4.5 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving - Creekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 12+60
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. (inches) TESTED (days) (lbs. force) (psi) TYPE
8 1 2.5 04/22/2002 3 89680 3170 Unbonded Cap
8 2 2.5 04/26/2002 7 103795 3670 Unbonded Cap
8 3 2.5 05/17/2002 28 122140 4320 Unbonded Cap
8 4 2.5 05/17/2002 28 122440 4330 Unbonded Cap
Average 4330
8 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 15 of 18
Report No.: 148080 RoneEn~lineers
Project No.: 015729 Client: City of Coppell I~nm~l
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
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, 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, lac.
01DK Page 16 of 18
RoneEn 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.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 05/20/2002
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.: 38
PLACE~VmNT DATE: 04/19/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 6:05pm BATCH TIMe: 5:17pm
TEMPERATURE (F) - AIR 86 F CONCRETE: 90 F
TRUCI~ NO: 1118 TICr,~T NO: 6173407
AIR CONTENT (%): 4.0 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Crcekview, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 14+55
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. (inches) TESTED (days) (lbs. force) (psi) TYPE
9 1 2.0 04/22/2002 3 85235 3010 Unbonded Cap
9 2 2.0 04/26/2002 7 102765 3630 Unbonded Cap
9 3 2.0 05/17/2002 28 127005 4490 Unbonded Cap
9 4 2.0 05/17/2002 28 127320 4500 Unbonded Cap
Average 4500
9 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 17 of 18
Report No.: 148080 RoneEngineers
Project No.: 015729 Client: City of Coppell m'm~mmWl
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(!) City of Coppell
(1) City of Coppell
(1) Infi-astmcture Services, Inc.
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) Obs. force) (psi) TYPE
Started: 6:00am Finished: 8:30pm
(1) City of Coppell
(1) Schdckcl, Rollins & Assoc., Inc.
Project Mabhger
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 whore they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 18 of 18