ST0001-LR020423 (2) gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-~745
(214) 630-9819 (fax)
CONCRF TE COMPRF SSIVE STRENGTH TEST
Client: -
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Report No.: 147712
Project No.: 015729
Date of Service: 04/15/2002
Report Date: 04/23/2002
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
SPZC~CA~ON REQUiREMENtS
3000 psi ~ 28 Days
3" 7 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 LD.: 42
PLACEMENT DATE: 04/15/2002
WEATHER CONDITIONS: C[oudy
TIME SAMPLED: 9:50am BATCH TIME: NA
TEMPERATURE (F}- AIR 78 F CONCRETE: 89 F
TRUCK NO: 1042 TICKET NO: 7115436
AIR CONTENT (%): 4.0 UNIT WEIGHT (poi): NA
OVERALL PLACEMENT LOCATION:
Paving - intersection of Ruby and Freeport
SAMPLE LOCATION: 20' north x 5' west of southeast
REPORT OF TESTS co=er of paving
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYL1NDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
I 1 4.5 04/18/2002 3
1 2 4.5 04/22/2002 7
1 3 4.5 05/13/2002 28
1 4 4.5 05/13/2002 28
1 5 Hold
MAXIMUM COMPRESSIVE
LO.M} STRENGTH FRACTURE
(lbs. force) (psi) TYPE
93170 3290 Unbonded Cap
112980 4000 Unbonded C~p
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon thc specific samples provided fur testing. We assume no responsibility for variation in quality
(composition, appearance, pcrtbrmance, 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 4
Report No.: 147712 RoneEngineers
Project No.: 015729
Client: City of Coppcll
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 responsibiliv/for variation in quality
(composition, appearance, performance, etc.) or any other feature of almilar subject matter provided by persons or conditions over which we have no conu'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 full without the written approval of Rone Engineers, Inc.
01DK Page 2 of 4
gineers
sgog Amhas,ador Row
Dallas, Texas 75241-4510
(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 75109
Report No.: 147712
Project No.: 015729
Date of Service: 04/15/2002
Report Dnte: 04/23/2002
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-I064
ASTM C-138
ASTM C-39
· MIX DESIGN I.D.: 42
PLACEMENT DATE: 04/15/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 12:00pm BATCH TIME: NA
TEMPERATURE (F)-AIR 80 F CONCRETE: 90 F
TRUCK NO: I 125 TICKET NO: 7115448.
AIR CONTENT (%): 4.5 UNIT WEIGHT (pe0: NA
OVERALL PLACEMENT LOCATION:
Paving - turn lane of Freeport, southbound, turning east
SAMPLE LOCATION: Please see below
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (ar~a 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM ~OMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 4.25 04/t8/2002 3 90605 3200 Unbonded Cap
2 2 4.25 04/22/2002 7 109625 3880 Unbonded Cap
2 3 4.25 05/13/2002 28 Unbonded Cap
2 4 4.25 05/13/2002 28 Unbonded Cap
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
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 3 of 4
Report No.: 147712 I~ll~ ~l~
Project No.: 015729 Client: City of Coppell
Water added at site: 10 gallons
Sample Location - 50' north x 4' east of southwest corner of paving, turn lane ~
Freeport ne E~.//
Technician: Anthony Maldonado Started: 8:00am Finished: 4:00pm Ro
Report Distribution:
(l) City of Coppell (1) City of Coppell
(I) City of Coppell · (1) Schtickcl, Rollins & Assoc., Inc. CIG ~
(1) City of Coppell Project Manager
(1) Infrastructure Services, Inc.
LIMITATIONS: The test results presented herein wcm prepared based upon the specific samples provided tbr testing. Wc assume no responsibility fur variation in quality
(coreposition, appearance, performance, etc.) or any other feature of sireilar subject matter provided by persons or conditions over which wc have no conlrol. Our letters and
reports are for thc exclusive usc of thc clients to whore they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers. Inc.
01DK Page 4 of 4