Duke Lesley 2A-LR071203
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 306563
Project No.: 0712932
Date of Service: 11/28/2007
Report Date: 12/03/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Paving, fire lane from Dividend Drive to west side of building.
Item s Inspected: Confo rm Ing Non Items Inspected: Conforming Non Item sins pected: Conforming Non
Co nfo rm ing Conforming Co nfo rm ing
P lacing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
BarSize x Pro per B ar P lacem ent x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per B ar Suppo rts NA CornerBars NA
Numberof Bars x ProperCover NA Mechanical Splices NA
Discrepancies / Comments:
1. Chairs to be installed during concrete placement.
Technician: Chris Harbour Started: 01 :OOpm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Alln: Mr. Lee Stone
1-cc City of Coppell Alln: Mr. Larry Davis
Finished: 02:45pm Rone Engineering
ft~~
K. Scott Watson, AET
Project 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, 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 Engineering Services, Ltd.
(TMfKW) Page 1 of 1
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Concrete Compressive Strength Test
Report No.: 303625
Project No.: 0712932
Date of Service: 10/31/2007
Report Date: 12/03/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required 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 Construction, LP
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design 1.0.: 340K1501
Placement Date: 10/31/2007
Weather Conditions: Clear
Time Sampled: 06:40am
Temperature - Air: 500F
Truck No: 1184
Air Content: NA
Overall Placement Location:
Panels at Point West VII (panels 42-43, 45-55, 57-58)
Batch time: 06:09am
Concrete: 800F
Ticket No: 13600659
Unit Weight (pcf): NA
Measured
Slump
(inches)
5.5
Sample Location:
Panel 42
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
1 1 11/07/2007 7 6.00 28.27 88,640 3,130 Cone/Split
1 2 11/28/2007 28 6.00 28.27 118,190 4,180 Cone/Split
1 3 11/28/2007 28 6.00 28.27 124,740 4,410 Shear
Average 4,300
4 12/26/2007 56
Remarks: Water added at site: 10 gallons
LIMIT A nONS: 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, 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 Engineering Services, Ltd.
(JBILB) Page 1 of 4
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303625
Project No.: 0712932
Date of Service: 10/31/2007
Report Date: 12/03/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Duke Construction, LP
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design \.0.: 340K1501
Placement Date: 10/31/2007
Weather Conditions: Sunny, clear
Time Sampled: 08:00am Batch time: 07:34am
Temperature - Air: 600F Concrete: 800F
Truck No: 1184 Ticket No: 13600679
Air Content: NA Unit Weight (pct): NA
Overall Placement Location:
Panels at Point West VII (panels 42-43,45-55,57-58)
Measured
Slump
(inches)
5.0
Sample Location:
Panel 45
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
2 1 11/07/2007 7 6.00 28.27 97,060 3,430 Cone/Split
2 2 11/28/2007 28 6.00 28.27 122,890 4,350 Cone/Split
2 3 11/28/2007 28 6.00 28.27 119,380 4,220 Cone/Split
Average 4,280
2 4 12/26/2007 56
Remarks: 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 responsibility for variation in quality
(composition, appearance, 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 Engineering Services, Ltd.
(JB/lS) Page 2 of 4
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303625
Project No.: 0712932
Date of Service: 10/31/2007
Report Date: 12/03/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Duke Construction, LP
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design 1.0.: 340K1501
Placement Date: 10/31/2007
Weather Conditions: Sunny, clear
Time Sampled: Batch time: 06:09am
Temperature - Air: 650F Concrete: 860F
Truck No: 1008 Ticket No: 1300692
Air Content: NA Unit Weight (pet): NA
Overall Placement Location:
Panels at Point West VII (panels 42-43, 45-55, 57-58)
Measured
Slump
(inches)
5.75
Sample Location:
Panel 48
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
3 1 11/07/2007 7 6.00 28.27 86,570 3,060 Cone/Split
3 2 11/28/2007 28 6.00 28.27 132,290 4,680 Cone/Split
3 3 11/28/2007 28 6.00 28.27 121 , 130 4,280 Cone/Split
Average 4,480
3 4 12/26/2007 56
LIMIT A nONS: 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, 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 Engineering Services, Ltd.
(JB/LB) Page 3 of 4
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303625
Project No.: 0712932
Date of Service: 10/31/2007
Report Date: 12/03/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required 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 Construction, LP
Concrete Supplier: Redi Mix
Plant: 136
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design 1.0.: 340K1501
Placement Date: 10/31/2007
Weather Conditions: Clear
Time Sampled: 10:45am
Temperature - Air: 650F
Truck No: 1039
Air Content: NA
Overall Placement Location:
Panels at Point West VII (panels 42-43, 45-55, 57-58)
Measured
Slump
(inches)
5.5
Batch time: 10:02am
Concrete: 860F
Ticket No: 13600711
Unit Weight (pcf): NA
Sample Location:
Panel 54
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (inZ) (Ibs) (psi) Type
4 1 11/07/2007 7 6.00 28.27 89,840 3,180 Cone/Split
4 2 11/28/2007 28 6.00 28.27 118,740 4,200 Shear
4 3 11/28/2007 28 6.00 28.27 125,480 4,440 Shear
Average 4,320
4 4 12/26/2007 56
Technician: Montreal Bailey Started: 05:00am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) AUn: Mr. Paul Byrne
(1-ec copy)
1-cc Potter Concrete AUn: Mr Ryan Skelly
1-cc City of Coppell Alln: Mr. Lee Stone
1-cc City of Coppell Alln: Mr. Larry Davis
Finished:
123:J;;;ij
K. Scott Watson, AET
Project 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, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no contnol. 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 Engineering Services, Ltd.
(JB/LB) Page 4 of 4
Rone Eni~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 306828
Project No.: 0712932
Date of Service: 11/30/2007
Report Date: 12/03/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Wall for ramp, grid lines Ll2?? to 25' south
Item s Inspected: Co nfo rm ing Non Item s Inspected: C onfo rm ing Non ~em s Inspected: Confo rm ing Non
Co nfo rm ing Conforming Conforming
Placing 0 rawings Bar Length Column Ties Properly
Approved x and Shape x Tied and Spaced NA
BarSize x P fO per B ar P lacem ant x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per B ar Suppo rts x CamerBars NA
Number of Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
1. Bars touching forms in various areas.
Discrepancies noted above were corrected prior to concrete placement.
Technician: Ben Weaverling Started: 10:00am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 11:45am Rone Engineering
,~~
K. Scott Watson, AET
Project 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, 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 Engineering Services. Ltd.
(TM/KW) Page 1 of 1