HomeMy WebLinkAboutFugro USA Land, Inc. - 1/25/2018Fugro USA Land, Inc.
---- ----------------------
Compact.
Curve
No.
Specified
2517 East Loop 820 North
-------------- ----
ProbeWet
Depth
(in.)
------------------ -----
Density
(pcf)
Fort Worth, TX 76118
------------ -
Moisture
(%)
Max. Dry
Phone (817) 284-9595, Fax (817) 284-4480
Curve
Material Description
REPORT OF SOIL COMPACTION TESTS IN THE FIELD
Moisture
Project: Grapevine Main - Infrastructure/Sitework Phase
Service Date:
01/25/2018
Client: Brooks Hospitality Group
Report Date:
01/30/2018
c/o Coury Hospitality
Project No.:
04.41182003
7134 S. Yales, Suite 400
Lab / Report No.:
31122-1 / 0011
Tulsa,, OK 74136
PI
(pcf)
Page 1 of I
Construction: Moisture Conditioning
Compact.
---- ----------------------
Compact.
Curve
No.
Specified
Specified
-------------- ----
ProbeWet
Depth
(in.)
------------------ -----
Density
(pcf)
------------------------
Dry
Density
(pcf)
------------ -
Moisture
(%)
Max. Dry
Optimum
Curve
Material Description
Compaction
Moisture
Test
100.6
100.8
22.7
23.3
94.6
94.7
Density
Moisture
No.
Classification
-200 -40 (%)
(%)
Method
LL
PL
PI
(pcf)
(%)
9033
Dark brown sandy lean clay
67.0 Min 94%
Min 4%
ASTM D698
48t2O
46
28
99.6
21.9
9034
Dark reddish brown sandy lean
58,0 Min 94%
Min 4%
ASTM D698
r35
16
19
106.4
18.1
124.3
play
22.1
95.7
48
49
9034
9034
5
5
70'S./ 25'W. of NEC
Retest #48
6
6
123.0
122.7
General Location: Building Pad for the Parking Garage
-----------------
Test
No.
---- ----------------------
Compact.
Curve
No.
------------------
Lift
---------------------------------------------------------------------
Location
-------------- ----
ProbeWet
Depth
(in.)
------------------ -----
Density
(pcf)
------------------------
Dry
Density
(pcf)
------------ -
Moisture
(%)
---------- -------------------------
Compaction
(%)
42
43
9034
9034
2
2
75'S./ 20'W. of NEC
75'S./ 76W. of NEC
6
6
123.4
124.3
100.6
100.8
22.7
23.3
94.6
94.7
44
9034
3
60'S./ 25'W. of NEC
6
125.3
102,2
22.6
96.1
45
9033
3
65'S./ 85'W. of NEC
6
122.8
97.5
25.9
97.9
46
9034
4
80'S./ 80'W. of NEC
6
123.0
100.6
22.3
94.6
47
9034
4
PUS./ 70'W. of NEC
6
124.3
101.8
22.1
95.7
48
49
9034
9034
5
5
70'S./ 25'W. of NEC
Retest #48
6
6
123.0
122.7
101.9
100.3
1 20.7
22.3
95.8
94.3
50
9034
5
70'S./ 80'W. of NEC
6
124.5
1001
23.6
94.6
51
9033
6
75'S./ 30'W. of NEC
6
120.6
94.7
27.4
95.1
52
9034
6
75'S,/ 66W. of NEC
6
122.6
100.0
22.6
94.0
53
9033
7
5'S./ 25'W. of NEC
6
120.3
95.1
26.5
95.5
54
9033
7
80'S./ 70'W. of NEC
6
119.1
916
27.2
94.0
55
9033
8
70'S./ 16W. of NEC
6
119.3
94.5
26.2
94.9
56
9033
8
70'S./ 60'W. of NEC
6
118.2
919
25.9
94.3
Gauge No.: 6038 Density Std.: 1697 Moisture Std.: 516
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
/Zov
�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.