HomeMy WebLinkAboutFugro USA Land, Inc. - 1/27/2018Fugro USA Land, Inc.
2517 East Loop 820 North ii aiii iiir% of
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: 01/27/2018
Client: Brooks Hospitality Group Report Date: 01/31/2018
c/o Coury Hospitality Project No.: 04.41182003
7134 S. Yales, Suite 400 Lab / Report No.: 31158-1 / 0013
Tulsa,, OK 74136
Page 1 of I
Construction: Mouistuire Conditioning
Compact.
------------------
Lift
Specified
Specified
------------------ -----
Density
(pcf)
------------------------
Dry
Density
(pcf)
------------ -
Moisture
(%)
---------- -------------------------
Compaction
(%)
Max. Dry
Optimum
Curve
Material Description
Compaction
Moisture
Test
94.3
96.1
70 9034
5
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
48
20
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
play
General Location: Building Pad for the Parking Garage
----------------- ---- ----------------------
Compact.
Test Curve
No. I No.
------------------
Lift
---------------------------------------------------------------------
Location
-------------- ----
ProbeWet
Depth
(in.)
------------------ -----
Density
(pcf)
------------------------
Dry
Density
(pcf)
------------ -
Moisture
(%)
---------- -------------------------
Compaction
(%)
68 9034
69 9034
3
4
120'&/ 20'W. of NEC
120'&/ 15'W. of NEC
6
6
122.5
125.1
100.3
102.2
22.1
22.4
94.3
96.1
70 9034
5
125'S./ 25'W. of NEC
6
123.5
1001
22.6
94.6
71 9034
6
125'S./ 30'W. of NEC
6
123.3
100.7
22.4
94.6
72 9034
7
120'S./ 35'W. of NEC
6
122.8
100.0
22.8
94.0
73 9034
8
125'S./ 20'W. of NEC
6
122.7
100.3
22.3
94.3j
General Location: Plaza Area
Gauge No.: 6038 Density Std.: 1695 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: Paul Richardson 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.
1,----9034
Lift
Location
(in.)
(pcf)
(pcf)
(%)
(%)
749033
1
50'N./ 120'E. of SWC
6
119.3
94�O
26.9
94.4
------------ ----
---75 ---
---------------------------
--------
I -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
1 -----
100' -N./ -120' -E. -of SWC ----------------------------------------------------
---------------------------
6 --------
I ------------------------
124.0-----1-00,8
I ------------------------
-------
----------------------------
23.0 ----------
------------------------------------
94.7 -------
Gauge No.: 6038 Density Std.: 1695 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: Paul Richardson 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.