Duke Freeport- LR160526May 26, 2016
Duke Realty
South/West Region
14241 North Dallas Parkway, Suite 1000
ATTN:Mr. Sean Jeanes, P.E. LEED AP
Tohatsu
Location:
Permits:
Dallas, TX 75254
19:6710-A
NEC Bethel Road and Freeport Parkway
Coppell, TX
RE:
ECS Job #
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
ECS Texas, LLP
LETTER OF TRANSMITTAL
Texas Registered Engineering Firm # F-8461
CC:Duke Realty - Todd Henry
Duke Realty - Glen Stevenson
Pacheco Koch Consulting Engineers - Clayton J. Strolle, LEED AP
City of Coppell - Matt Mabry
Weir Bros., Inc. - Mike Weir
ENCL:
We are enclosing:
Materials Engineering Division Reports
For your use
As requested
X
X
X
Field Report # 50 05/25/2016 Pavement Subgrade
Timothy TarbuttonMark R. Zortman, P.E.
Principal Engineer Project ManagerMAY 26 2016
1000.1
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
ECS Texas, LLP
19:6710-A
50
Tohatsu Wednesday 05/25/2016
Project No.
Report No.
Day & DateProject
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
FIELD REPORT
4.25
The undersigned arrived on site, as requested, to observe the compaction of soils for Parking
Lot.
Utilizing the nuclear test method to check the compaction of soils; test results indicated that the
compacted material, at the areas and elevations tested, met or exceeded the project
requirements of 95% of the maximum dry density and moisture content above OMC as
obtained in our laboratory using the Standard Proctor Method (ASTM D698).
Locations and elevations of all tests are based on stakeout provided by others. We cannot be
responsible for structures located off of the observed engineered pad, misaligned utilities or
stakeout errors causing uncontrolled fill to be placed in structural areas.
77°/ Cloudy
55.00
2.75
0.50
0.00
10:00A 12:45P
Pavement Subgrade
Location
Contractor
On-Site Time
Lab Time
Client
Coppell, TX
Arrival Departure
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
Duke Realty - Sean Jeanes, P.E. LEED AP
Duke Realty - Sean Jeanes, P.E. LEED AP
Trip Charges*
Remarks
Chargeable Items
Weather
1 - Nuclear Gauge Rental
Mileage*
1.00Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Long Quang DinhBy 1800
1082303
ECS TEXAS, LLP
Test Method ASTM Nuclear
Project No:
Contractor:
Project Name:Date:
Client:
Page 1
Technician:
Nuclear Gauge No.
Make
Model
Ser. No.
Density Std
Moisture Std
6710-A Tohatsu 05/25/16
Duke Realty
Duke Realty
Long Quang Dinh
3563
Humbolt
5001-EZ
2824
431
Field Compaction Summary, ASTM Nuclear
Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No.
D4S-4 Clayey SAND, Dark Gray Standard Proctor Method (ASTM D-698)118.40 12.00
D4S-5 Clayey SAND, Light Brown Standard Proctor Method (ASTM D-698)116.70 11.40
D4S-6 Sandy Fat CLAY, Light Gray Standard Proctor Method (ASTM D-698)105.70 18.10
Test Data
Test
No.
Test
Mode
Station /
Location
Probe
Depth
(in.)
Lift /
Elev
Corrected
Maximum
Dry
Density
(pcf)
Corrected
Optimum
Moisture
Content
(%)
%
Oversize
Wet
Density
(pcf)
Dry
Density
(pcf)
Moisture
Content
(%)
Percent
Comp.
(%)CommentsP / F
Sample No.
1 DT 8 Pavement Subgrade SG 0.00 118.40 12.00 134.7 115.7 16.4 97.7 PD4S-4
2 DT 8 Pavement Subgrade SG 0.00 105.70 18.10 125.3 105.4 18.9 99.7 PD4S-6
3 DT 8 Pavement Subgrade SG 0.00 105.70 18.10 127.3 105.4 20.7 99.7 PD4S-6
4 DT 8 Pavement Subgrade SG 0.00 116.70 11.40 129.2 110.9 16.5 95.0 PD4S-5
Test Mode: DT = Direct Transmission BS = Back Scatter WO:62314