HomeMy WebLinkAboutFugro USA Land, Inc. - 1/18/2018Fugro USA Land, Inc.
2517 East Loop 820 North
Fort Worth, TX 76118
Phone (817) 284-9595, Fax (817) 284-4480 'M
REPORT OF SOIL COMPACTION TESTS IN THE FIELD
Project: Grapevine Main - Infrastructure/Sitework Phase Service Date: 01/18/2018
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.: 30959-1 / 0005
Tulsa,, OK 74136
Page 1 of I
Construction: Paving
Compact.
Compact.
Specified
Specified
Probe
Wet
Dry
Max. Dry
Optimum
Curve
Material Description
Compaction
Moisture
Test
Density
Moisture
Compaction
Density
Moisture
No.
Classification
-200 -40 (%)
(%)
Method
LL
PL
PI
(pcf)
(%)
9034
Dark reddish brown sandy lean
58,0 Min 95%
Opt +
ASTM D698
1 35
16
19
1064
18.1
clay
General Location: Fire lane along the N. side of the project
Gauge No.: 6038 Density Std.: 1711 Moisture Std.: 535
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.
Compact.
Probe
Wet
Dry
Test
Curve
Depth
Density
Density
Moisture
Compaction
No.
No.
Lift
Location
(in.)
(pcf)
(pcf)
(%)
(%)
7
9034
1
200' E. of the W. end
6
121.9
101.7
19.9
95.6
Gauge No.: 6038 Density Std.: 1711 Moisture Std.: 535
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.