Duke Lesley 3C-LR070914
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.: 297741
Project No.: 0711530
Date of Service: 09/01/2007
Report Date: 09/14/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Building slab on grade, grid lines 1.1-8.8/D-J.8.
Items Inspected: Co nfo rm ing Non Item s Inspected: Conforming Non Items Inspected: Confonming Non
Conforming Conforming Conform ing
Placing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Proper 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 Suppa rts NA CornerBars NA
NumberofBars x Pro per Co ver NA Mechanical Splices NA
Discrepancies f Comments:
1. Chairs to be placed during concrete placement.
Technician: Chris Harbour Started: 09:30am
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 :OOam
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 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
.
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.: 298162
Project No.: 0711530
Date of Service: 09/07/2007
Report Date: 09/14/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Southeast parking from Beltline entrance, south 370' and from east edge
westward 130' (locations provided by Keith with Duke).
Item s Inspected: Conforming Non Items Inspected: Co nfo rm ing Non Item s Inspected: Conforming Non
Co nform ing Conforming Co nfo rm ing
Placing Drawings Bar Length Co lumn Ties Pro perly
Appro ved x and Shape x Tied and Spaced NA
8 ar Size x P fa per Bar P lacem ent x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x DowelS ars in Place x Lapped Splices x
Form Clean x P roper Bar Suppo rts x Corner Bars NA
NumberofBars x P roper Cover x Mechanical Splices NA
Discrepancies / Comments:
No apparent discrepancies were noted at the locations listed above.
Technician: Chris Harbour Started: 04:15pm
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: 06:30pm 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 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
.
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 Drilled Pier Inspection
Report No.: 298030
Project No.: 0711530
Date of Service: 09/07/2007
Report Date: 09/14/2007
Project: Point West Office I
Services: Straight Shaft Pier Inspection
Report of Inspection
D rille r:
M cK inney
Pier Identification F .1 19 .9 H .9/0 1 F .8/0 1
Pier Diameter (in) 3 0 IF 7 30 IF 7 3 0 IF 7
Depth of Pier From Surface(ft) 45.20 46.50 (")
III
Depth of Bearing Stratum Fro m S u rfa ce (ft) 35.20 36.70 ::>
C'l
CD
Required Penetration (ft) 9.00 9.00 r0-
o.
Actual Penetration (ft)* 10.00 9.80 ,
s:
Dry Dry CD
Condition of Bottom (wet I dry) C'l
::T
Yes '"
Plumb Within Tolerance (yes Ino) Yes ::>
o'
Casing Diameter(in)/Casing Length (ft) 33/35.8 33/35.8 ~
N 1:1
NumberofBars IReinforcing BarSize 9 1#6 9 1#6 c;, <3
0 CT
Length of Reinforcing Steel (ft) 43.00 44.00 1:1 ro-
3 3
Time Drillinq was Completed (am Ipm) 8 :3 3 AM 10 :5 1 AM '"
0
::>
Time Concrete was Placed (am Ipm) 9 :3 0 AM 1 1 :45 A M ~
D e p th 0 f Pie r Fro m Top 0 f Con c re te (ft) 43.62 44.92 ~
cO'
Elevation: Surface (ft)** 99.58 99.58 a
E Ie va ti 0 n: Top 0 f Pie r (ft) ** 98.00 98.00 3
~
of Pier (ft)** N
Elevation: Bottom 54.38 53.08 c;,
0
Elevation: Top of Bearing Stratum (ft. ) ** 64.38 62.88 0
Bearing Stratum (description) Grayshale
Note: See re po rt # 298031 for C om pressive Strength Test S pecim ens.
. Add itio na I P enetratio n not req ue sted unle s s no ted. **E leva tio n by othe rs
Technician: Denny Harris Started: 06: 15am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) AUn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell AUn: Mr. Lee Stone
1-cc City of Coppell AUn: Mr. Larry Davis
Finished: 03:00pm Rone Engineering
P-~
~
K. Scott Watson, AET
Project Manager
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.
(CHIKW) 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 Moisture Density Relationship
Report No.: 298441
Project No.: 0711530
Date of Service: 09/12/2007
Report Date: 09/14/2007
Project: Point West Office I
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor: Duke Construction, LP
Test For: Flexible Base
Material: Recycled CrushedConcrete
Classification: Flexible Base
Test Method: ASTM D-698
ASTM D-4318, Method-C
Date Sampled:
Material Preparation:
Rammer Type:
Sampled By:
Sample Location:
On Site, Stockpile
09/12/2007
Dry
Mechanical
Jernigan, Joe
REPORT OF TEST
Maximum Dry Density, pcf:
Optimum Moisture Content, %:
115.7
13.0
125
100% saturation line I
for S8 = 2.7 Estimated i
-
Liquid Limit: 32
Plastic Limit: 29
Plasticity Index: 3
120
13
i:2.
>:
~
c 115
1IJ
o
e:-
o
110
105
9 10 11 12 13 1( 15 Iii 11 1.
tvbisture Content. pe",ent
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Altn: Mr. Larry Davis
Started: 11 :15am Finished: 12:30pm
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 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.
(DC/JB) 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 In-Place Density Testing
Report No.: 298121
Project No.: 0711530
Date of Service: 09/07/2007
Report Date: 09/14/2007
Project: Point West Office I
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 730 Current: 2519
Previous: 731 Previous: 2494
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wi Organics
Moisture
%
Maximum
Density
(pet)
96.5
Project Requirements
Moisture Density
Optimum+4 95 minimum
22.5
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% maxI
-
Trench fill
1 25' from north end of electric line, 3' below 6" 272998 24.2 116.4 93.7 97
grade
Trench fill
2 25' from north end of electric line, 2' below 6" 272998 24.8 115.3 92.4 96
grade
Trench fill
3 25' from north end of electric line, l' below 6" 272998 25.3 114.8 91.6 95
grade
Trench fill
4 25' from north end of electric line, final 6" 272998 25.2 115.4 92.2 96
Technician: Joe Jernigan Started: 03:30pm
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: 05:45pm 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.
(JB/KW) Page 1 of 1