ST0001-LR020515 (3)RoneEngineers
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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.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/15/2002
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: 3
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
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: 04/05/2002
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 10:20am BATCHTIME: 9:18am
TEMPERATURE (F)- AIR 60 F CONCRETE: 70 F
TRUCK NO: 1124 TICKET NO: 3142726
AIR CONTENT (%): NA [INIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31+50 to Station 36+.03
SAMPLE LOCATION: Station 32+50
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
1 1 3.75 04/09/2002 4 90530 3200 Unbonded Cap
1 2 3.75 04/t2/2002 7 99750 3530 Unbonded Cap
1 3 3.75 05/03/2002 28 127440 4510 Unbonded Cap
1 4 3.75 05/03/2002 28 128930 4560 Unbonded Cap
Average 4540
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, perfonnance, 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 I of 6
Report No.: 147230 RoneEngineers
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
***REVISED this date to reflect correct billing time. See report #149797 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. Oar 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 2 of 6
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
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/15/2002
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: 3
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: 04/05/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 12:30pm BATCHTIME: ll:39am
TEMPERATURE (F)-AIR 62 F CONCRETE: 78 F
TRUCK NO: 1026 TICr, rT NO: 7115227
AIR CONTENT (%): 4.8 UNITWEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31+50 to Station 36+.03
SAMPLE LOCATION: Station 33+66
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AG E LOAD STRENGTH FRACTURE
SET NO. {inches} TESTED {days} (lbs. force} (psi) TYPE
2 1 3.25 04/09/2002 4 105690 3740 Unbonded Cap
2 2 3.25 04/12/2002 7 114350 4040 Unbonded Cap
2 3 3.25 05/03/2002 28 148745 5260 Unbonded Cap
2 4 3.25 05/03/2002 28 152600 5400 Unbonded Cap
Average 5330
2 5 Hold
LIMITATIONS: Thc test results presented heroin were prepared based upon the specific samples provided tbr 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 arc for thc exclusive use of the clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 3 of 6
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 6
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.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/15/2002
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: Lattimore
PLANT: 3
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3% - 5%
ASTM C- ! 72
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: 04/05/2002
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 3:10pm BATCH TIME: 2:01pm
TEMPERATURE (F)-AIR 65 F CONCRETE: 80 F
TRUCKNO: 956 TICK~TSO: 71!5240
AIR CONTENT {%): 4.2 UNIT WEIGHT (pe0: NA
OVERALL PLACEMENT LOCATION:
Paving - Freeport from Station 31+50 to Station 36+.03
SAMPLE LOCATION: Station 36+.03
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
3 1 4.5 04/09/2002 4 80990 2860 Unbonded Cap
3 2 4.5 04112/2002 7 97390 3440 Unbonded Cap
3 3 4.5 05/03/2002 28 124795 4410 Unbonded Cap
3 4 4.5 05/03/2002 28 122540 4330 Unbonded Cap
Average 4370
3 5 Hold
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided l'br testing. We assume no responsibility for variation in qnatity
{composition, appearance, performance, etc.) or any other feature &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 5 of 6
Project No.: 015729 Client: City of Coppell
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
DATE AG E
TESTED (days)
MAXIMUM
LOAD
(lbs. force)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
Technician: Cody Carroll
Report Distribution:
(1) City of Coppell
(l) City of Coppcll
(1) City of Coppcll
(1) Infrastructure Services, Inc.
Started: 7:00am Finished:
(1) City of Coppell
(l) Schrickel, Rollins & Assoc., Inc.
3:00pm
Rone E: e~~
C [a~~t~a~rk
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We asanmc no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over wbich 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 6 of 6