Freeport NIP(7.0)-LR030410Ro gineers
8908 Arsbassador Row
Dallas, Texas 75247
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 172588
Project No.: 037333
Date of Service: 03/11/2003
Report Date: 04/10/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
?amples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Hanson
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 2 Days
SLUMP (in): 8" Maximum
AIR (%):
TEST METHOD:
3% - 6%
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.: 7524
PLACEMENT DATE: 03/I 1/2003
WEATHER CONDITIONS: Partly cloudy
TIME SAMPLED: 4:00pm BATCH TIME: 3:00pm
TEMPERATURE (F) - AIR 68 F CONCRETE: 62 F
TRUCK NO: 648 TICKET NO: 499983
AIR CONTENT (%): 3.5 UNIT WEIGHT (pet'): NA
OVERALL PLACEMENT LOCATION:
Paving patch at storm linc S-1
SAMPLE LOCATION: Westbound land
REPORT OF TEgTg
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. farce) (psi) TYPE
1 1 4.00 03/13/2003 2 107050 3790 Unbonded Cap
1 2 4.00 03/18/2003 7 140805 4980 Unbonded Cap
1 3 4.00 04/08/2003 28 174550 6170 Unbonded Cap
1 4 4.00 04/08/2003 28 167935 5940 Unbonded Cap
Average 6060
1 5 4.00 03/15/2003 4 124725 4410 Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples pm~ided 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 RoDe Engineers, Ltd.
01DK Page 1 of 2
Report No.: 172588
Project No.: 037333
Client: Duke Realty Services, LP
RoneEngineers
Water added at site:
Technician: Larmy Gist
Report Distribution:
(1) Duke Realty Services, LP
(l) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
10 ~allons
Started: 2:30pm
Finished: 5:30pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations Manager
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, Ltd.
01DK Page 2 of 2
ROneEn gilneers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Atto: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 170184
Project No.: 037333
Date of Service: 02/04/2003
Report Date: 04/10/2003
Freeport 10
500 Freeport Parkway
Coppell, TX
Qb. rain samples of fresh concrete at the placement locations, perform required field testing, east compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete
PtANT: NA
SPECIFICATION REQUIREMENTS
STRENaTH: 4000 psi ~ 28 Days
SLUMP (in): 5" maximum
AIR (%):
TEST METHOD:
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIXDESIGN I.D.: 9685
PLACEMENT DATE: 02/04/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:45am BATCHTIME: 9:05am
TEMPERATURE (F) - AIR 34 F CONCRErS: 56 F
TRUCK NO: 102 TICKET NO: 113461
AIR CONTENT (%): 4.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Freeport Parkway approach beginning at the north end of the pad and ending at the south
end of the pad
SAMPLE LOCATION: North approach to the pad
REPORT OF TEgT,g
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
1 I 4.00
1 2 4.00
1 3 4.00
1 4 4.00
02/08/2003 4
02/I 1/2003 7
03/04/2003 28
03/04/2003 28
Water added at site: 15 gallons
Technician: RyaI1 Herbrand
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Potter Concrete
Started: 8:30am
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
145590
5150 Unbonded Cap
147950
5230 Unbonded Cap
163795
173010
Average
Finished: l:30pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
5790 Unbonded Cap
6120 Unbonded Cap
5960
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test r~ult~ 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, Ltd.
01DK Page 1 of 1