HomeMy WebLinkAboutECS 5/22/2019We are enclosing:Field Reports For your use As requestedXXX
May 27, 2019
Westwood Real Estate Group
1000 Texan Trail Ste. 200
Grapvine, TX 76051
Mr. A.L. Burtin
Grapevine Station North-Phase 1
Location:
Permits:
63:1045
801 E. Northwest Hwy
Grapevine, TX
RE:
ECS Job #
ATTN:
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
ECS Southwest, LLP
LETTER OF TRANSMITTAL
CC:Westwood Group Development No. 11 - Randy Sawey
Les Daigh Excavating and Demolition - Les Daigh
City of Grapevine - Donald Dixson
ENCL:
City of Grapevine - Scott Cannon
Westwood Group Development No. 11 - Taylor
Hazlewood
Acadia Capital Group - Brad Catlett
Field Report # 22 05/22/2019 Water Line BF
Eli WoodSiddharth Neekhra
Principal Engineer Construction Materials Dept. Manager
MAY 27 2019
1000.1
Disclaimer
1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS.
2. The information in this report relates only to the activities performed on the report date.
4. Incomplete or non-conforming work will be recorded for future resolution.
3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed
on this report date.
5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents.
Transmittal Page 1/4
ECS Southwest, LLP
63:1045
22
Grapevine Station North-Phase 1 Wednesday 05/22/2019
Project No.
Report No.
Day & DateProject
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
FIELD REPORT
3.71
The undersigned arrived on site, as requested, to observe the compaction of soils for Lot 5, 12"
Water Line from STA 6+00 to 7+00 and Lot 7 8" Water Line, STA 11+50. 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 with a moisture content above optimum, as
obtained in our laboratory using the Standard Proctor Method (ASTM D-698).
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.
78°/ Cloudy
45.00
2.75
0.25
0.00
10:00A 12:45P
Water Line BF
Location
On-Site Time
Lab Time
Client
Grapevine, TX
Arrival Departure
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
Westwood Real Estate Group - A.L. Burtin
Trip Charges*
Remarks
Chargeable Items
Weather
1 - Nuclear Gauge Rental
Mileage*
0.71Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Stefan Huening, — Field TechnicianBy 1800
12013
Transmittal Page 2/4
Transmittal Page 3/4
ECS SOUTHWEST, 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
1045 Grapevine Station North-Phase 1 05/22/2019
Westwood Group Development
No. 11
None Listed
Stefan Huening
9040
Humboldt
5001-EZ
9040
3249
340
Field Compaction Summary, ASTM Nuclear
Description Proctor Method Uncorrected Max. Density Uncorrected Opt. MCSample No.
D4S-1 Fat Clay With Sand, Tan ASTM D 698-12 Method A Standard 96.40 23.40
D4S-2 Sandy Fat Clay, Dark Brown ASTM D 698-12 Method A Standard 93.50 24.40
D4S-25 Fat Clay, Dark Brown ASTM D 698-12 Method A Standard 92.60 26.20
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.Lot No.
1 DT 6 Lot 5, 12" W ater Line, STA 6+50 SG-3'0.00 93.50 24.40 114.3 88.9 28.6 95.1 PD4S-2
2 DT 6 Lot 5, 12" W ater Line, STA 6+50 SG-2'0.00 93.50 24.40 114.0 89.0 28.1 95.2 PD4S-2
3 DT 6 Lot 5, 12" W ater Line, STA 6+50 SG-1'0.00 93.50 24.40 115.8 89.6 29.2 95.8 PD4S-2
4 DT 6 Lot 5, 12" W ater Line, STA 6+50 SG 0.00 93.50 24.40 115.1 92.0 25.1 98.4 PD4S-2
5 DT 6 Lot 5, 12" W ater Line, STA 6+00 SG-3'0.00 93.50 24.40 111.9 89.0 25.7 95.2 PD4S-2
6 DT 6 Lot 5, 12" W ater Line, STA 6+00 SG-2'0.00 93.50 24.40 114.1 89.9 26.9 96.1 PD4S-2
7 DT 6 Lot 5, 12" W ater Line, STA 6+00 SG-1'0.00 96.40 23.40 117.7 94.5 24.5 98.0 PD4S-1
8 DT 6 Lot 5, 12" W ater Line, STA 6+00 SG 0.00 93.50 24.40 114.5 90.0 27.2 96.3 PD4S-2
9 DT 6 Lot 7, 8" W ater Line, STA 11+25 SG-3'0.00 92.60 26.20 116.6 88.0 32.5 95.0 PD4S-25
10 DT 6 Lot 7, 8" W ater Line, STA 11+25 SG-2'0.00 92.60 26.20 116.5 88.6 31.5 95.7 PD4S-25
11 DT 6 Lot 7, 8" W ater Line, STA 11+25 SG-1'0.00 92.60 26.20 117.3 88.1 33.2 95.1 PD4S-25
12 DT 6 Lot 7, 8" W ater Line, STA 11+25 SG 0.00 92.60 26.20 116.2 88.9 30.9 96.0 PD4S-25
Test Mode: DT = Direct Transmission BS = Back Scatter WO:1871
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