Freeport NIP(7.0)-LR030422RoneEn gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174741
Project No.: 037333
Date of Service: 04/11/2003
Report Date: 04/22/2003
Freeport l0
500 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
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENCTm 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
AIR (%):
TEST METHOD:
NA
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.: 9349
PLACEMENT DATE: 04/11/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3:45pm BATCHTIME: 3:28pm
TEMPERATURE (F) - AIR 84 F CONCRETE: 79
TRUCK NO: 102 TICKET NO: 113602
AIR CONTENT (%): NA UNIT WEIGHT (pc0:' NA.
OVERALL PLACEMENT LOCATION:
Tie beam, Linc H between 4 and 5
SAMPLE LOCATION: Same as above
REPORT OF TEgTS
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)
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
1 1 3.75
1 2 3.75
1 3 3.75
1 4 3.75
Water added at site:
Technician: Rick Smith
Report Distribution:
(I) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
04/18/2003 7 103570
05/09/2003 28
05/09/2003 28
06/06/2003 56
20 gallons
Started: 3:00pm
Finished: 4:45pm
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
3660
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
ratson
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 appmvai of Rone Engineers, Ltd.
01DK Page 1 ofl
gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630~9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174699
Project No.: 037333
Date of Service: 04/11/2003
Report Date: 04/22/2003
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
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: ~ On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP (in): 5" - 7"
AIR (%): NA
TEST METHOD: 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.: 9361
PLACEMENT DATE: 04/11/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: ll:20am BATCHTIME: 10:58am
TEMPERATURE (17) - AIR 74 F CONCRETE: 71 F
T~UCK NO: 102 TICKET NO: 113594
AIR CONTENT (%): NA UNIT WEIGHT (per):, NA-
OVERALL PLACEMENT LOCATION:
See pier inspection report #174698
SAMPLE LOCATION: Piers B-2.5 and A.3-2.5
REPORT OF TE,qT~
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
1 1 6.25
1 2 6.25
I 3 6.25
1 4 6.25
See report ~174698
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Se~wices, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
04/18/2003 7
05/09/2003 28
05/09/2003 28
06/06/2003 56
for technician time.
Started: Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(I) City of Coppell Engineering Dept.
124150
4390 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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 maner 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
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
CHent:
Project:
Services:
Duke Realty Services, LP
Atto: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 175013
Project No.: 037333
Date of Service: 04/16/2003
Report Date: 04/23/2003
PROJECT DATA
CONTRACTOR: Duke Realty Sm-vices, LP Standard Counts
Gauge: Troxler 3430
Test Methods: ASTM D-2922 Moisture Density
ASTM D-3017 Gauge Serial No: 32720 Current: 667 Current: 3075
Test Mode: DT
Previous: 655 Previous: 3081
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MJD No. Description Moisture % Density pcf Moisture Density
1 Tannish Brown Sandy Clay (Lime Treated)
22.0 100.0 Optimum + 95-100 min
FIELD DENSITY TESTS
TEST PROBE
NO TESTLOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pcl) (% max)
Lime Subgrade
1 Building pad, 900' East by 100' North of 6" 1 22.7 118.0 96.2 96
southwest comer, final
Lime Subgrade
2 Building pad, 900' East by 200' North of 6" 1 23.5 119.4 96.7 97
southwest comer, final
Lime Subgrade
3 Building pad, 900' East by 300' North of 6" 1 24.2 118.6 95.5 96
southwest comer, f'mal
Lime Subgrade
4 Building pad, 900' East by 400' North of 6" 1 22.3 116.4 95.2 95
southwest comer, final
Lime Subgrade
5 Building pad, 900' East by 500' North of 6" 1 25.1 121.8 97.4 97
southwest comer, £mal
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, em.) 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.
07DD Page 1 of 2