HomeMy WebLinkAboutFugro USA Land, Inc. - 1/17/2018Fugro USA Land, Inc.
Compact.
Curve
No.
Specified
Specified
2517 East Loop 820 North
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Fort Worth, TX 76118
Optimum
Curve
Material Description
Phone (817) 284-9595, Fax (817) 284-4480
Moisture
Test
6
123.0
101.8
REPORT OF SOIL COMPACTION TESTS IN THE FIELD
Moisture
Project: Grapevine Main - Infrastructure/Sitework Phase
Service Date:
01/17/2018
Client: Brooks Hospitality Group
Report Date:
01/23/2018
c/o Coury Hospitality
Project No.:
04.41182003
7134 S. Yales, Suite 400
9034
Dark reddish brown sandy lean
Tulsa,, OK 74136
Lab / Report No.:
30958-1 / 0004
Page 1 of I
Construction: Paving
Compact.
Compact.
Curve
No.
Specified
Specified
Location
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Max. Dry
Optimum
Curve
Material Description
Compaction
Moisture
Test
6
123.0
101.8
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
4
clay
2
250'W. of the E. end
6
122.1
102.3
19.4
96.2
General Location: Firelane along the N. Side of the project
Test
No.
Compact.
Curve
No.
Lift
Sta.
No.
Location
Probe
Depth
(in.)
Wet
Density
(pcf)
Dry
Density
(pcf)
Moisture
(%)
Compaction
(%)
1
9034
1
6038
150'W. of the E. end
6
123.0
101.8
20.8
95.7
2
9034
1
300'W. of the E. end
6
124.4
103.9
193
97.7
3
9034
2
100'W. of the E. end
6
122.1
101.2
203
95.1
4
9034
2
250'W. of the E. end
6
122.1
102.3
19.4
96.2
Gauge No.: 6038 Density Std.: 1696 Moisture Std.: 540
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
�cry 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.