Duke Lesley 1A-LR071101
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
770~ 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 Pulverization/Gradation Testing
Report NO.: 303417
Project No.: 0713408
Date of Service: 10/29/2007
Report Date: 11/01/2007
Project: Point West VI
Coppell, Texas
Services: Pulverization/Gradation Testing
Report of Tests
Specifications:
passing
passing
1/2" sieve
#4 sieve
100%
60%
A B C D E
W e ig h t Percent W e ig h t Percent
Sam pie Retained Passing Retained Passing
Location W e ig h t 1 1/2. S ie v e 1 1/2 . S ie v e #4 S ie v e #4 S ie v e
1 Building pad, grid lin e A .5/40 1 2 .7 0 1 00% 4,2 66,9 %
2 Building pad, grid Hne C.5/40 1 3 .1 0 100% 4.3 67.1 %
3 Building pad,grid lin e E .5/40 1 3 .0 0 100% 4.1 68.4 %
4 Building pad, grid lin e G .5/40 1 2.5 0 100% 4.0 68.0 %
5 Building pad, grid lin e J.5140 1 2.9 0 1 00% 4,1 68.2 %
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 01 :OOpm Finished: 03:00pm
Rone Engineering
p~
~
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 ha~ 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.
(TMIED) Page 1 of 1
Rone En~==
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
: 8908 Ambassador Row, Dallas, TX 75247
7701 W Little Yor1l:, 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.: 302780
Project No.: 0713408
Date of Service: 10/24/2007
Report Date: 11/01/2007
Project: Point West VI
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compres$ive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: On site
Specification Requirements
Strength: 3,000 psi @ 28 days
Slump (in.): 5" - 7"
Air (%): NA
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design 1.0.: 9341
Placement Date: 10/24/2007
Weather Conditions: Clear
Time Sampled: 09: 15am
Temperature - Air: 640F
Truck No: 143
Air Content: NA
Overall Placement Location:
Piers (see report #302779)
Bat~h time: 08:55am
Concrete: 880F
Ticket No: 8120
Unit Weight (pcf): NA
Measured
Slump
(inches)
6.0
Sample Location:
Piers 0/6, 0/5
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum COl1;1pressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested ( days) (in) (in') (Ibs) (psi) Type
1 1 10/31/2007 7 6.00 28.27 143,860 5,090 Cone/Split
1 2 11/21/2007 28
1 3 11/21/2007 28
1 4 12/19/2007 56
Remarks: Water added at site: 10 gallons
Technician: Jimmy Hall
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Potter Concrete Attn: Mr. Ryan Skelly
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Rone li:ngineering
p$:~
K. Scott Watson, AET
Proj~ Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume 110 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/ED) 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 Reinforcing Steel Inspection
Report No.: 303406
Project NO.: 0713408
Date of Service: 10/29/2007
Report Date: 11/01/2007
Project: Point West VI
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Building slab on grade, grid line G-J/2-12
ijem s Inspected: Co nfo rm ing Non Items Inspected: Co nfo rm ing Non Items InspeClted: Conforming Non
Conforming Conforming Co nfo rm jng
Placing Drawings Bar Length ColumnTies Properly
Approved x and Shape x Tied and Spaced NA
Bar Size 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 Do wel Bars in Place x Lapped S plioes x
Form Clean x Pro per B ar Suppo rts x Co mer B ars NA
Numberof Bars x Proper Cover x Mechanical Splices NA
Discrepancies / Comments:
1. Chairs to be placed during concrete placement.
Technician: Clayton Snyder Started: 01 :45pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Altn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Altn: Mr. Jack Evans
1-cc City of Coppell Altn: Mr. Larry Davis
1-cc City of Coppell Altn: Mr. Lee Stone
Finished: 03:00pm Rone Engineering
p~
~
K. Scott Watson, AET
ProjelCt 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/ED) Page 1 of 1