Freeport NIP(7.0)-LR030806RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
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
samples back to the laboratory for curing and testing in accordance with applicable standards.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
AIR
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER
MARKED
SET NO.
1
1
3% 6% AIR CONTENT 4.6 UNIT WEIGHT (pct): NA
MEASURED
SLUMP
(inches)
DATE
TESTED
1 1 4.00 08/05/2003
2 4.00 08/26/2003
3 4.00 08/26/2003
1 4 4.00 09/23/2003
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
SAMPLE LOCATION:
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building Column Line GO to LL
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:1 0am BATCH TIME: 7:56am
TEMPERATURE (F) AIR 78 F CONCRETE: 90 F
TRUCK NO: 1 12 TICKET NO: 117656
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
100250
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
Report No.:
Project No.:
Date of Service:
Report Date:
10' west, 10' north of southeast
comer
COMPRESSIVE
STRENGTH
(psi)
191554
037333
07/29/2003
08/06/2003
FRACTURE
TYPE
3550 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
OIDD Page 1 of 5
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
2 2 5.00
2 3 5.00
2 4 5.00
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.
2 1 5.00
Duke Realty Services, LP
4000 psi 28 Days
5" maximum
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(inches)
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
08/05/2003
08/26/2003
08/26/2003
09/23/2003
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:15am BATCH TIME: 9:OOam
TEMPERATURE (F) AIR 82 F CONCRETE: 90 F
TRUCK NO: 112 TICKET NO: 117666
AIR CONTENT 3.9
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building Column Line GG to LL
SAMPLE LOCATION: 75' west, 15' north of southeast
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(lbs. force)
86245
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
Report No.:
Project No.:
Date of Service:
Report Date:
191554
037333
07/29/2003
08/06/2003
UNIT WEIGHT (pct): NA
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3050 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
OIDD Page 2of5
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
AIR
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.
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 5" maximum
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 1 4.50
3% 6% AIR CONTENT 4.6 UNIT WEIGHT (pct): NA
DATE
TESTED
08/05/2003
3 2 4.50 08/26/2003
3 3 4.50 08/26/2003
3 4 4.50 09/23/2003
PROJECT DATA
REPORT OF TESTS
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building Column Line GG to LL
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
SAMPLE LOCATION: 125' west, 10' south of northeast
corner
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
104335
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
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:1 Oam BATCH TIME: 9:4Sam
TEMPERATURE (F) AIR 84 F CONCRETE: 89 F
TRUCK NO: 120 TICKET NO: 117675
COMPRESSIVE
STRENGTH
(psi)
191554
037333
07/29/2003
08/06/2003
FRACTURE
TYPE
3690 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
OIDD Page 3 of 5
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 1
4 2
4 3
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.
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
3% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP
(Inches)
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
DATE
TESTED
5.00 08/05/2003
5.00 08/26/2003
5.00 08/26/2003
4 4 5.00 09/23/2003
Water added at site: 5 gallons
PROJECT DATA
REPORT OF TESTS
SAMPLE LOCATION: 30' east, 10' south of northwest
comer
AGE
(days)
7
28
28
56
MAXIMUM
LOAD
(Ibs. force)
86775
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
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11: l5am BATCH TIME: 10:54am
TEMPERATURE (F) AIR 86 F CONCRETE: 90 F
TRUCK NO: 1 13 TICKET NO: 117686
AIR CONTENT 4.6 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building Column Line GG to LL
COMPRESSIVE
STRENGTH
(psi)
3070
191554
037333
07/29/2003
08/06/2003
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
01DD Page 4 of 5
RoneEngiheers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, IX
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(I) Potter Concrete
Duke Realty Services, LP
Potter
On site
4000 psi 28 Days
5" maximum
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -138
ASTM C -39
MEASURED
SLUMP DATE
(inches) TESTED
5.00 08/05/2003
5.00 08/26/2003
5.00 08/26/2003
5 4 5.00 09/23/2003
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
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: 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
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
REPORT OF TESTS
Started: 7:30am
MIX DESIGN I.D.: 7752
PLACEMENT DATE: 07/29/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 12:OOpm BATCH TIME: 11 :48am
TEMPERATURE (F) AIR 92 F CONCRETE: 92 F
TRUCK NO: 120 TICKET NO: 117694
3% 6% AIR CONTENT 3.8 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
North half of south parking lot, Building Column Line GG to LL
SAMPLE LOCATION:
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
AGE
(days)
7
28
28
56
Finished: 2:30pm
MAXIMUM
LOAD
(lbs. force)
86685
Report No.:
Project No.:
Date of Service:
Report Date:
10' east, 10' north of southwest
comer
COMPRESSIVE
STRENGTH
(psi)
191554
037333
07/29/2003
08/06/2003
FRACTURE
TYPE
3070 Unbonded Cap
K. Scott atson, AET
CMT Operations Manager
Unbonded Cap
Unbonded Cap
Unbonded Cap
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.
OIDD Page 5 of 5
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services.
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D -2922
ASTM D -3017
M/D No. Description
TEST
NO
1 Dark Brown Clay
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
TEST LOCATION
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
Backfill
1 Outside panel, Column Line A.3 at Line 15,
final
Backfill
2 Outside panel, Column Line A.3 at Line 13,
final
Bacicfill
3 Outside panel, Column Line B.9 at Line 15,
final
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pcf
Started:
FIELD DENSITY TESTS
Test results on this report meet project specification.
See report #191707 for technician time
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Finished:
IN -PLACE DENSITY TESTING
Standard Counts
Moisture Density
Current: 652
Previous: 660
Report No.:
Project No.:
Date of Service:
Report Date:
6" 1 19.9 119.2
6" 1 20.6 122.8
6" 1 19.7 120.1
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
191705
037333
07/31/2003
08/06/2003
Current: 3064
Previous: 3074
Project Requirements
Moisture Density
19.5 104.5 Optimum+ 95 min
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. Oct) (pci) max)
99.4
101.8
100.3
K. Scott Watson, AET
CMT Operations Manager
95
97
96
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 Pone Engineers, Ltd.
07DD Page 1 of 1
RoneEngineers
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project: Freeport 10
500 Freeport Parkway
Coppell, TX
Services: Reinforcing Steel Inspection
Technician Time: 1:OOpm 2:OOpm
Page 1 of 2
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(I) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
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
REPORT OF REINFORCING STEEL INSPECTION
Report of Inspection
(1) Engineering Analyst
(1) City of Coppell Bldg. Inspections
Report No.:
Project No.:
Date of Service:
Report Date:
On this date, a Rone Engineers, Ltd. representative(s) arrived on site as
scheduled to perform Reinforcing Steel Inspection. The results are attached.
191706
037333
07/31/2003
08/06/2003
Scott Watson, AET
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.
99DD Pace 1 of 1
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Items Inspected:
Conforming
Non
Conforming
Placing Drawings
Approved
Bar Length
and Shape
tt--
Column Ties Properly
Tied and Spaced
Bar Size
L/
Proper Bar Placement
L.
Stirrup Spacing and Type
i
Bar Grade
L!
Properly Tied
L/
Lapped Splices
Bars Clean
t/
Dowel Bars in Place
1!
Welded Splices
Form Clean
Proper Bar Supports
Mechanical Splices
Number Bars
Proper Cover
Ro =gin
Inspector's Signature: C-1
6300 Rothway, Suite 150
Houston, Texas 77040
(713) 996 -9979
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
Report of
(Like Steel Inspection
Client: D ik e Report No.: i Qt i 70 b
ProjectNo.: e9373
Project: Freeport /O Date of Service: 7 '3/ -0 3
Page of j_
Locations and Items Inspected: r or f+ /4q/ e o Alorft. Perk'; r.. /O/ 2314
Cr) /m,,- Lines Z ,ev C c
Discrepancies /Comments: $t 2 4 ,al? w et e n c e
e Qa'Ye nr 7 Ct eicre /r /2 /'r e n e.-
LIMITATIONS: The cox results presented herein were prepared based upon the specific samples provided for tewing. We assume no ksponaibiliiy for variation in quality (composition
20 14 (7/03) appearance. perfonna Ue. etc. I or any other feature eln imdnr, neieet minter prodded by peso conditions or over which we have no control. Our letters and repo 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 Rose Engineers. LW.
2696 Gravel Drive
Fort Worth, Texas 76118
(817) 284-1318
Time: l o o PN^ to 3a
Client/Contractor Signature: Client/Contractor Copied with Results: Yes No