HomeMy WebLinkAboutFargo Consultants, Inc. - 5/4/2017 (2)F.�GD 2324 Fabens Rd. • Dallas. Texas 75225
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REPORT OF FIELD COMPACTION Page 1 of I
Tested For: JLB Partners, LP Date Performed: 5/4/2017
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
ILift
Location
No
(pct
Moisture
Density
2257
SG
BLDG. PAD 5 GRID POINT 15-45.5 (N. SITE GRID)
3
99.4
23.9
96.4
2258
IST
BLDG. PAD 5 GRID POINT 15-45.7 (N. SITE GRID)
3
97.1
25.2
94.2
2259
2ND
BLDG. PAD 5 GRID POINT 1.9-45.5 (N. SITE GRID)
3
97.5
24.1
94.6
2260
3RD
BLDG. PAD 5 GRID POINT 15-45.3 (N. SITE GRID)
3
96.6
24.8
93.7
2261
4TH
BLDG. PAD 5 GRID POINT 11-45.5 (N SITE GRID)
3
96.2
25
93.3
2262
5TH
BLDG, PAD 5 GRID POINT 1.7-45.5 (N. SITE GRID)
3
95.9
253
93
2263
6TH
BLDG PAD 5 GRID POINT 1.6-45.8 (N. SITE GRID)
3
96.8
246
93.9
2264
7TH
BLDG PAD 5 GRID POINT 1.5-45.4 (N. SITE GRID)
3
96.1
24.8
93.2
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo Consuf 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.
?Gy Moore,
CET
ials 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 Services
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