Duke Lesley 2A-LR070921
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.: 299273
Project No.: 0712932
Date of Service: 09/19/2007
Report Date: 09/21/2007
Project: Hemisphere's at Point West
Coppell, Texas
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: 740 Current: 2496
Previous: 739 Previous: 2505
MOISTURE DENSITY RELATIONS
Test Location
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
22.5 96.5 Optimum +4 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (%max)
6" 272998 25.7 120.3 95.7 99
6" 272998 25.8 116.2 92.4 96
6" 272998 23.4 117.8 95.5 99
6" 272998 22.6 117.7 96.0 100
MID No.
272998
Description
Brown I Silty Clay wI Organics
Test
No
Utility backfill
1 Storm drains SO, 3C, Station 0+50, 3' below
grade
Utility backfill
2 Storm drains SO, 3C, Station 0+50, 2' below
grade
Utility backfill
3 Storm drains SO, 3C, Station 0+50, l' below
grade
Utility backfill
4 Storm drains SO, 3C, Station 0+50, final
Technician: Joe Jernigan Started: 01 :OOpm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Artn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Artn: Mr. Lee Stone
1-cc City of Coppell Artn: Mr. Larry Davis
Finished: 02:15pm 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.
(CH/KW) 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.: 299157
Project No.: 0712932
Date of Service: 09/19/2007
Report Date: 09/21/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
Report of Inspection
D ri lie r: Auger
Pier Identification H /21 G /21 F /21 E /21 D /21
Pie r 0 i a mete r (i n) 24 24 24 24 24
Deoth of Pier From Surface (ft) 44.80 43.70 44.00 42.30 42.50
Deoth of Bear in a Stratum Fro m S u rfa c e (ft) 38.00 37.80 38.50 37.00 37.20
Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft). 6.80 5.90 5.50 5.30 5.30
Condition of Bottom (wet/drv) D rv Dry D rv D rv Dry
Plumb Within Tolerance (ves /no) Yes Yes Yes Yes Yes
Casina Diameter(in)/Casina Lenath (ft) 2 6 /3 7 2 6/37 .1 26/38.5 26/36.3 26/36.9
N u m b e r 0 f Bar s / Rei n fo r c i naB a r S i z e 6 / # 6 6 / #6 6 / #6 6 / #6 6 / #6
Lenath of Reinforcina Steel (ft) 43.60 42.50 42.90 41.20 41 .30
Time Drillina was Comnleted (am tom) 7 :5 5 AM 8:15 AM 8:30 AM 8:50 AM 9:30 AM
Tim e Con c re te was Pia c e d (a m / 0 m ) 9 :00 AM 9:40 AM 1 0 :2 5 A M 11:00AM 11 :45 AM
Deoth of Pier From Too of Concrete 1ft) 44.30 43.20 43.50 41.80 42.00
Elevation: Surface (ft).. 98.50 98.50 98.50 98.50 98.50
E Ie va tio n: To 0 of P ie r (ft).. 98.00 98.00 98.00 98.00 98.00
Elevation: Bottom of Pier (ft).. 53.70 54.80 54.50 56.20 56.00
Elevation: Too of Bear in a Stratum (ft.)" 60.50 60.70 60.00 61 .50 61 .30
Bearina Stratum (descriotion) Blue sha Ie
Note: See report # NA for Com pressive Strength Test S pecim ens.
,. Additional Penetration not requested unless noted. HE levation by others
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.
(CH/KW) Page 1 of 3
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.: 299157
Project No.: 0712932
Date of Service: 09/19/2007
Report Date: 09/21/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: A ug e r
Pier Identification D /22 E /2 2 F /22 G /2 2 H /2 2
Pier Diameter (in) 24 24 24 24 24
De p th 0 f P ie r Fro m S urfa ce (ft) 43.20 44.70 46.00 42.80 42.50
Depth of Bearing Stratum Fro m Surface(ft) 38.00 38.50 40.50 37.00 37.00
Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)' 5.20 6.20 5.50 5.80 5.50
Condition of Bottom (wet/dry) Dry Dry Dry D rv Dry
Plumb Within Tolerance (yes /no) Yes Yes Yes Yes Yes
C asina Diameter (in) / C asina LenQth (ft) 26/38 26/38.5 26/40.5 2 6/37 2 6 /3 7
NumberofBars /Reinforcing BarSize 6 / #6 6 / #6 6 / #6 6 / #6 6 / # 6
Lenqth of Reinforcina Steel (ft) 42.10 43.50 44.80 41.70 41.30
Time Drillina was Completed (am /pm) 10:18AM 10:50AM 11:35AM 12:15 PM 1:00 PM
Time Concrete was Placed (am /pm) 12:15 PM 1 :00 PM 2 :0 0 P M 2 :40 P M 3 :2 5 P M
Depth of Pier From Top of Concrete (ft) 42.70 44.20 45.50 42.30 42.00
Elevation: Surface (ft).. 98.50 98.50 98.50 98.50 98.50
Elevation: Top of Pier (ft).. 98.00 98.00 98.00 98.00 98.00
Elevation: Bottom ofPier(ft)" 5 5.30 53.80 52.50 55.70 56.00
E Ie va tio n: Top of Bear in a Stratum (ft. ) .. 60.50 60.00 58.00 61.50 61 .50
Bearina Stratum (description) Blue shale
Not e: See re port # NA for Compressive Strength Test Specimens.
... Additional Penetration not requested unless noted. HE ievation by others
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.
(CH/KW) Page 2 of 3
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.: 299157
Project No.: 0712932
Date of Service: 09/19/2007
Report Date: 09/21/2007
Project: Hemisphere's at Point West
Cappell, Texas
Services: Straight Shaft Pier Inspection
D rille r: Auqer
Pie rid e ntifica tio n H 12 3 G 12 3 F 12 3 E 12 3 D 123
PierDiameter(in) 24 24 24 24 24
Depth of Pier From Surface(ft) 42.00 43.00 43.1 0 42.20 42.50
Depth ofBearinq Stratum Fro m S u rfa c e (ft) 37.00 38.00 37.50 37.00 37.00
R e q uired P e ne tra tio n (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)' 5.00 5.00 5.60 5.20 5.50
Condition of Bottom (wet 1 dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes
Casing D iam eter (in) 1 C asinq Length (ft) 26/37 26/38 26/37.5 2 6 13 7 26/37
NumberofBars IReinforcing BarSize 6 1 #6 6 1 # 6 6 1 #6 6 1 #6 6 1 #6
Length of Reinforcing Steel (ft) 40.80 41.90 42.00 41 .00 41.20
Time Drillinq was Completed (am Ipm) 1 :20 PM 1 :20 PM 2 :30 PM 3 :0 0 PM 3:35 PM
Tim e Con c re te was P la c e d (a m 1 pm) 3:50 PM 4 :15 PM 4:30 PM 4:50 PM
D e p th 0 f Pie r Fro m Top 0 f Con c re te (ft) 41.50 42.50 42.60 41 .70 42.00
Elevation: Surface (ft)** 98.50 98.50 98.50 98.50 98.50
Elevation:Top of Pier (ft)** 98.00 98.00 98.00 98.00 98.00
E Ie va ti 0 n: Botto m 0 f Pie r (ft)" 56.50 55.50 55.40 56.30 56.00
Elevation: Top of Bearing Stratum (ft.) ** 61.50 60.50 61.00 61 .50 61.50
Bearing Stratum (description) Blue sha Ie
Note: See report # NA for Com pressive Strength Test Specim ens.
* Additional Penetration not requested unless noted HE levation by others
Technician: Chris Harbour Started: 06:00am
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
Finished: 06:15pm 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.
(CHfKW) Page 3 of 3