ST0001-LR020423RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247~4510
(214) 630-9745
(214) 6.10-9819 (fax)
CONCRETE COMPRESSIVE 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 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%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-23 l
ASTM C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE: 04/15/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 9:50am BATCH TIME: NA
TEMPERATURE (F)- AIR 78 F CONCRETE: 89 F
TRUCKNO: 1042 TICKETNO: 7115436
AIR CONTENT (%): 4.0 UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Paving - intersection of Ruby and Freeport
SAMPLE LOCATION:
REPORT OF TESTS
20' north x 5' west of southeast
corner of paving
Concrete Compressive Cylinder 6" x t2" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
1 1 4.5 04/18/2002 3
1 2 4.5 04/22/2002 7
1 3 4.5 05/13/2002 28
I 4 4.5 05/13/2002 28
1 5 Hold
93170 3290 Unbonded Cap
112980 4000 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided tbr testing. We assume no responsibility tbr variation in qaality
(composition, appearance, perfornmnce, 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 aot be reprodaced except in full without the ~ritten approval of Rone Engineers, Inc.
01DK Page 1 of 4
No.: 147712 RoneEngm==,=
Report
Project No.: 015729 Client: City of Coppell
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided lbr testing. We assume no responsibility tbr variatioa in qoality
(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 tull without the written approval of Rone Engineers, loc.
01DK Page 2 of 4
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 6311-9745
(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 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 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
SPEClglCATION REQVIREMENTS
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: 04/15/2002
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 12:00pm BATCIt TIME: NA
TEMPERATURE (F)- AIR 80 F CONCRETE: 90 F
TRUCKNO: 1125 TICKETNO: 7115448
AIR CONTENT {%): 4.5 UNIT WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - turn lane of Freeport. sonthbmmd, turning east
SAMPLE LOCATION: Please see below
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.25 04/18/2002 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 Ibr variation in quality
(composition, appearance, pertbrmance, etc.) or any other tbatum of similar subject matter provided by persons or conditions over which we have no coatrol. Our letters and
reports are i'br the exclusive use of the clients to whom they are addressed and shall oot be reproduced except in lull without the written approval of Rone Engineers. Inc.
01DK Page 3 of 4
Report No.: 147712 RoneEngineers
Project No.: 015729 .................. *Il
Client: City of Coppell
Water added at site:
Sample Location - 50' north x
Freeport
Technician: Anthony Maldonado
Report Distribution:
(1) City of Coppell
(I) City of Coppell
(l) City of Coppell
(l) lnt'rastmcture Services, Inc.
10 gallons
paving, turn lane
4' east of southwest corner of
Started: 8:00am Finished: 4:00pm Rone E
(I) City of Coppell
(I) Schrickel, Rollins & Assoc., Inc. Cl~'~ ~ k
Prqiect N/ nager
LIMITATIONS: Tile test results presented herein were prepared based apon the specific samples provided lbr testing. We assume oo responsibility lbr variation iu quality
(composition, appearance, perlbrmance, etc.) or any other liaature of similar subject matter provided by persons or conditions over which we bare no control. Our letter> and
repons are for the exclusive nse of the clients to whom they are addressed and shall not be reproduced except io tull without the written approval of Rone Engineers. lnc.
01DK Page 4 of 4