HomeMy WebLinkAboutFugro USA Land, Inc. - 1/20/2018Fugro USA Land, Inc.
2517 East Loop 820 North
Fort Worth, TX 76118
Phone (817) 284-9595, Fax (817) 284-4480
REPORT OF SOIL COMPACTION TESTS IN THE FIELD
Project: Grapevine Main - Infrastructure/Sitework Phase Service Date: 01/20/2018
Client: Brooks Hospitality Group Report Date: 01/23/2018
c/o Coury Hospitality Project No.: 04.41182003
7134 S. Yales, Suite 400 Lab / Report No.: 31003-1/0007
Tulsa,, OK 74136
Page 1 of I
Construction: Moisture Conditioning
Compact.
Compact.
Curve
No.
Specified
Specified
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Moisture
(%)
Max. Dry
Optimum
Curve
Material Description
Compaction
Moisture
Test
100.2
22.1
94.2
Density
Moisture
No.
Classification
-200 -40 (%)
(%)
Method
LL
PL
PI
(pcf)
(%)
9034
Dark reddish brown sandy lean
58,0 Min 94%
Min 4%
ASTM D698
1 35
16
19
1064
18.1
clay
General Location: Building Pad for the Parking Garage
Test
No.
Compact.
Curve
No.
Lift
Location
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Moisture
(%)
Compaction
(%)
8
9034
1
30'S. / 30'W. of NEC of Parking Garage
6
122.3
100.2
22.1
94.2
9
9034
2
20'S. /25'W. of NEC of Parking Garage
6
123.5
100.4
23.0
94.4
10
9034
3
4o, S. / 20' W. of NEC of Parking Garage
6
122.8
100.1
22.7
94.1
Gauge No.: 6038 Density Std.: 1708 Moisture Std.: 525
Remarks: The test results at the above described location(s) comply with the requirements of the project
specifications except those marked
Test Methods: ASTM D6938
Fugro Representative: Randon Wentzler
Fugro USA Land, Inc.
TBPE Firm Registration No. F-299
�oy R. Itrant, P.E.
CMET Manager
THE ABOVE TEST RESULTS APPLY ONLY TO THE ITEMS TESTED.
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF FUGRO USA LAND, INC.