HomeMy WebLinkAboutFargo Consultants, Inc. - 4/19/2017 (4)gn7ec+o cnrrsvxanmres, zxr�.
2324 Fabens Rd. - Dallas, Texas 75225
"Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 4/19/2017
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(01o) Max DD (pcfi DD Range (%) MC Range
3 Light Gray and Tan and Brown SANDY CLAY (mix) 19.3 103.1 93 to 98 at least +4
4 Dark Brown and Tan and reddish Brown CLAY (mix) 22.4 96.8 93 to 98 at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity Percent
Percent
No.
ILift
Location
No
(pcfi Moisture
Density
2087
7TH
BLDG. PAD 3 GRID POINT K.5-52.1 (S. SITE GRID)
3
99.9 24.8
96.9
2088
7TH
BLDG. PAD 3 GRID POINT M.3-52.6 (S. SITE GRID)
3
100.6 23.8
97.6
2089
8TH
BLDG. PAD 3 GRID POINT K.4-52.4 (S. SITE GRID)
3
100.9 24.1
97.9
2090
8TH
BLDG. PAD 3 GRID POINT M.3-52.2 (S. SITE GRID)
3
100 23.4
97
2091
9TH
BLDG, PAD 6 GRID POINT H.1-39.6 (N. SITE GRID)
4
94.8 27
97.9
2092
9TH
BLDG. PAD 6 GRID POINT H.5-40.2 (N. SITE GRID)
4
92.1 28.2
95.1
2093
10TH
BLDG. PAD 6 GRID POINT H.6-39 (N. SITE GRID)
4
93.3 28.9
96.4
2094
10TH
BLDG. PAD 6 GRID POINT H.1-40.7 (N. SITE GRID)
4
94 26.7
97.1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
a i !tants, Inc.
Test
result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations
are
referenced using an in-house system and are approximate.lC
4iVale
oore, CET
ls Testing Division
l
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
www.dallai-farffo.com