HomeMy WebLinkAboutFargo Consultants, Inc. - 2/13/2017 (3)2324 Fabens Rd. • Dallas Texas 75229
rnxoo aoprav[ TANTS, INC Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of l
Tested For: JLB Partners, LP Date Performed: 2/13/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-5001EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Material Description
Opt. MC(016) Max DD (pcf)
DD Range (%)
MC Range
1
Light Gray SANDY CLAY
18.9 105.5
95 to 100
0 to +4
2
Light Gray CLAYEY SAND and gravel intermixed
10.2 116.4
95 to 100
0 to +4
5
Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix)
16.8 106.1
95 to 100
0 to +4
95
Field Test Results
10TH
WEST PARKING LOT AREA G-8 (SOUTH SITE GRID)
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
ILift
Location
No
(pcf)
Moisture
Density
44
10TH
WEST PARKING LOT AREA H-8 (NORTH SITE GRID)
5
100.8
19
95
45
10TH
WEST PARKING LOT AREA G-8 (SOUTH SITE GRID)
5
105.5
17
99.4
46
10TH
WEST PARKING LOT AREA X-9 (SOUTH SITE GRID)
5
104.1
17.2
98.1
47
4TH
WEST PARKING LOT AREA Y-11 (SOUTH SITE GRID)
5
101.6
16.8
95.8
48
SG
FIRELANE GRID POINT N-13 (SOUTH SITE GRID)
2
110.8
14.2
95.2
49
SG
FIRELANE GRID POINT N-18 (SOUTH SITE GRID)
2
111.5
14
95.8
50
SG
FIRELANE GRID POINT Q-23 (SOUTH SITE GRID)
1
104.2
20.2
98.8
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. Fargo Consultants, Inc.
Test locations are referenced using an in-house system and are approximate.
Gary Moore, CET
Manager, CMT Division
The information and results shown on this report are for the exclusive use of the client and the client's designated recipients on file in our office. Test results are based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of apparently identical or similar specimens,
composition, performance, etc. The use of our name and test results must receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
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