Duke Freeport- LR160328 (2)March 28, 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 # 19 03/25/2016 MC and Cap
Timothy TarbuttonMark R. Zortman, P.E.
Principal Engineer Project ManagerMAR 28 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
19
Tohatsu Friday 03/25/2016
Project No.
Report No.
Day & DateProject
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
FIELD REPORT
9.00
The undersigned arrived on site, as requested, to observe the placement and compaction of
moisture conditioned soils and granular cap for Building Pad. Please see the attached sketch.
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 as obtained in our laboratory using the
ASTM D 698-12 Method A and C Standard.
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.
67°/ Sunny
55.00
7.75
0.25
0.50
07:30A 03:15P
MC and Cap
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*
Milton E. Perez, — Field TechnicianBy 1800
1076328
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 03/25/16
Duke Realty
Duke Realty
Milton E. Perez
66373
Troxler
3430
3420
2067
640
Field Compaction Summary, ASTM Nuclear
Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No.
D4S-1 Fat CLAY with Sand, Dark Brown ASTM D 698-12 Method A Standard 103.90 18.90
D4S-5 Clayey SAND, Light Brown ASTM D 698-12 Method A Standard 116.70 11.40
D4S-7B Recycled Concrete, Rock Corrected ASTM D 698-12 Method A Standard 120.50 13.30
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 2 Building Pad SG 0.00 120.50 13.30 132.8 116.5 14.1 96.7 PD4S-7B
2 DT 2 Building Pad SG 0.00 120.50 13.30 131.7 115.4 14.1 95.8 PD4S-7B
3 DT 2 Building Pad SG 0.00 120.50 13.30 132.8 115.6 14.9 95.9 PD4S-7B
4 DT 2 Building Pad SG 0.00 120.50 13.30 134.1 117.8 13.8 97.8 PD4S-7B
5 DT 2 Building Pad SG 0.00 120.50 13.30 129.5 115.1 12.5 95.5 PD4S-7B
6 DT 2 Building Pad SG 0.00 120.50 13.30 132.2 116.0 14.0 96.3 PD4S-7B
7 DT 6 Building Pad SG-3'4
"
0.00 116.70 11.40 129.5 111.5 16.1 95.5 PD4S-5
8 DT 6 Building Pad SG-3'4
"
0.00 116.70 11.40 130.5 112.7 15.8 96.6 PD4S-5
9 DT 6 Building Pad SG-3'4
"
0.00 116.70 11.40 134.5 115.7 16.2 99.1 PD4S-5
10 DT 6 Building Pad SG-2'8
"
0.00 116.70 11.40 133.7 112.8 18.6 96.7 PD4S-5
11 DT 6 Building Pad SG-2'8 0.00 116.70 11.40 131.9 110.9 19.0 95.0 PD4S-5
Test Mode: DT = Direct Transmission BS = Back Scatter WO:60537
ECS TEXAS, LLP
Test Method ASTM Nuclear
Project No:
Contractor:
Project Name:Date:
Client:
Page 2
Technician:
Nuclear Gauge No.
Make
Model
Ser. No.
Density Std
Moisture Std
6710-A Tohatsu 03/25/16
Duke Realty
Duke Realty
Milton E. Perez
66373
Troxler
3430
3420
2067
640
Field Compaction Summary, ASTM Nuclear
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.
(%)
P / F
Sample No.
Comments
"
12 DT 6 Building Pad SG-2'8
"
0.00 103.90 18.90 123.9 102.4 21.0 98.6 PD4S-1
13 DT 6 Building Pad SG-1'6
"
0.00 103.90 18.90 124.4 102.3 21.6 98.5 PD4S-1
14 DT 6 Building Pad SG-1'6
"
0.00 103.90 18.90 123.7 102.3 20.9 98.5 PD4S-1
15 DT 6 Building Pad SG-1'6
"
0.00 103.90 18.90 124.2 102.1 21.6 98.3 PD4S-1
16 DT 6 Building Pad SG-3'4
"
0.00 116.70 11.40 130.7 110.9 17.9 95.0 PD4S-5
17 DT 6 Building Pad SG-3'4
"
0.00 103.90 18.90 124.6 102.5 21.5 98.7 PD4S-1
18 DT 6 Building Pad SG-3'4
"
0.00 103.90 18.90 123.1 101.8 20.9 98.0 PD4S-1
19 DT 6 Building Pad SG-2'8
"
0.00 103.90 18.90 122.7 100.8 21.7 97.0 PD4S-1
20 DT 6 Building Pad SG-2'8
"
0.00 103.90 18.90 124.9 102.2 22.2 98.4 PD4S-1
21 DT 6 Building Pad SG-2'8 0.00 116.70 11.40 129.7 111.1 16.7 95.2 PD4S-5
Test Mode: DT = Direct Transmission BS = Back Scatter WO:60537
ECS TEXAS, LLP
Test Method ASTM Nuclear
Project No:
Contractor:
Project Name:Date:
Client:
Page 3
Technician:
Nuclear Gauge No.
Make
Model
Ser. No.
Density Std
Moisture Std
6710-A Tohatsu 03/25/16
Duke Realty
Duke Realty
Milton E. Perez
66373
Troxler
3430
3420
2067
640
Field Compaction Summary, ASTM Nuclear
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.
(%)
P / F
Sample No.
Comments
"
22 DT 6 Building Pad SG-1'6
"
0.00 103.90 18.90 124.4 102.7 21.1 98.8 PD4S-1
23 DT 6 Building Pad SG-1'6
"
0.00 103.90 18.90 123.0 101.4 21.3 97.6 PD4S-1
24 DT 6 Building Pad SG-1'6
"
0.00 116.70 11.40 132.2 114.8 15.1 98.4 PD4S-5
Test Mode: DT = Direct Transmission BS = Back Scatter WO:60537