Duke Lesley 1A-LR080114
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.: 310212
Project No.: 0713408
Date of Service: 01/09/2008
Report Date: 01/14/2008
Project: Point West VI
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Paving, fire lane, south side of building, 280' from southwest
building corner to 1120' from southwest building comer
Item s Inspected: Co nfo rm ing Non Items inspected: Conforming Non Items Inspected: Conforming Non
Conforming Conforming Conforming
P lacing Drawings Bar Length Column Ties Propeny
Approved x and Shape x Tied and Spaced NA
Bar Size x P ra per Bar P laeem ent x Stirrup Spacing NA
Bar Grade x Pro peny Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per Bar Suppo rts Notel Corner Bars NA
Numberof Bars x P roper Cover Note 1 Mechanical Splices NA
Discrepancies / Comments:
1. Chairs to be installed during co ncrete p lacem e nt.
Technician: Chris Harbour Started: 01 :45pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Duke Construction, LP Attn: Mr. Emmit Coots
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
~
K. Scott Watson, AET
Project Manager
L1MrrA TIONS: 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.
(TMIKW) Page 1 of 1
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
n01 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.: 309761
Project No.: 0713408
Date of Service: 01/05/2008
Report Date: 01/14/2008
Project: Point West VI
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: Potter Concrete
Plant: NA
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
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
Batch time: 03:38am
Concrete: 600F
Ticket No: 18039
Unit Weight (pet): NA
Measured
Slump
( ,nches)
8.0
Mix Design I.D.: 7753PW6
Placement Date: 01/05/2008
Weather Conditions: NA
Time Sampled: 04:02am
Temperature - Air: 580F
Truck No: 101
Air Content: 4.0%
Overall Placement Location:
Paving, South side of building, southeast comer to west building 600, grid lines
1-13/F-L
Cylinder
Marked
Set No.
- -
1 1
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
97,180
Sample Location:
Grid lines F-1
REPORT OF TESTS
Area
(in')
28.27
Type 6
.~
Compressive
Strength
(psi)
3,440
Fracture
Type
Type5
Date
Tested
01/12/2008
Age
(days)
7
Diameter
(in)
6.00
1
1
2
3
02/02/2008
02/02/2008
28
28
1
03/01/2008
56
4
~~ ~Q;] [)IE Q DO D
Type 1
Type 2 Type 3 Type 4
Type 5
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.
(KW/KW) Page 1 of 10
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.: 309761
Project No.: 0713408
Date of Service: 01/05/2008
Report Date: 01/14/2008
Project: Point West VI
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: Potter Concrete
Plant: NA
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
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
Batch time: 04:21am
Concrete: 580F
Ticket No: 18049
Unit Weight (pct): NA
Measured
Slu'Tlp
(incl1es)
6.0
Mix Design I.D.: 7753PW6
Placement Date: 01/05/2008
Weather Conditions: NA
Time Sampled: 04:30am
Temperature - Air: 600F
Truck No: 126
Air Content: 2.2%
Overall Placement Location:
Paving, South side of building, southeast corner to west building 600, grid lines
1-13/F-L
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
96,780
Area
(in')
28.27
Type 6
Sample Location:
Grid lines G-3
REPORT OF TESTS
Compressive
Strength
(psi)
3,420
Fracture
Type
Type6
Cylinder
Marked Date
Set No. Tested
2 1 01/12/2008
2 2 02/02/2008
2 3 02/02/2008
2 4 03/01/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
~Ej ~~ ITrn ~ DO D
Type 1
Type 2 Type 3 Type 4
Type 5
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.
(KWfK'N) Page 2 of 10