HomeMy WebLinkAboutFargo Consultants, Inc. - 5/2/2017 (2)■ •I-70_0 2324 1�abcns Rd. • Dallas, Texas 7522;
FARGO CONSULTANTS, MO. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 5/2/2017
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(%) 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
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8 106.1 93 to 98 at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity Percent
Percent
No.
/Lift
Location
No
(pcfi Moisture
Density
2237
3RD
BLDG. PAD 5 GRID POINT N.8-45.8 (N. SITE GRID)
5
98.9 23.1
93.2
2238
4TH
BLDG, PAD 5 GRID POINT 14,545.4 (N. SITE GRID)
3
96 25.2
93.1
2239
5TH
BLDG. PAD 5 GRID POINT N.6-45.6 (N. SITE GRID)
3
96.4 24.7
93.5
2240
6TH
BLDG. PAD 5 GRID POINT N.5-45.7 (N. SITE GRID)
5
98.7 23.6
93
2241
7TH
BLDG. PAD 5 GRID POINT N.5-45.6 (N. SITE GRID)
3
97.9 23.8
95
2242
8TH
BLDG_ PAD 5 GRID POINT N.3-45.1 (N. SITE GRID)
3
96.7 24.1
93.8
2243
9TH
BLDG. PAD 5 GRID POINT N.7-45.8 (N. SITE GRID)
3
959 25,2
93
2244
10TH
BLDG PAD 5 GRID POINT N.1-45 3 (N. SITE GRID)
3
96.3 24.6
93.4
2245
11TH
BLDG. PAD 5 GRID POINT N.5-45.7 (N. SITE GRID)
5
99.1 22.6
93.4
2246
12TH
BLDG. PAD 5 GRID POINT N.6-45 (N. SITE GRID)
5
997 22
94
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo ons ants; 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.
ary Moore, CET
Materials Testing 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 Servicer
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