HomeMy WebLinkAboutFargo Consultants, Inc. - 5/16/2017 (2)� L00
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2324 1 �abens Rd. - Dallas, Texas 7522;
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 5/16/2017
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
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Proctor DryDensity
No
(pct
Moisture -Density Relations
Test
Elevation
Proctor No.
Material Description
Opt. MQ%o) Max DD (pcj)
DD Range (%)
MC Range
6
Tannish Brown CLAYEY SAND - Select Fill
11.1 116.8
Min. 95
-2 to +2
7
Brown CLAYEY SAND - Select Fill
14.3 114
Min. 95
-2 to +2
8
Reddish Brown and Tan CLAYEY SAND
13 115
Min. 95
-2 to +2
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Proctor DryDensity
No
(pct
Field Test Results
Test
Elevation
109.3
6
112.8
Location
No.
ILift
111.6
2372
FG
BLDG. PAD 5 RETEST FOR TEST #2303, REPORT DATE 5-16-2017
2373
FG
BLDG PAD 5 GRID POINT H-45 (N. SITE GRID)
2374
FG
BLDG PAD 5 RETEST FOR TEST #2304, REPORT DATE 5-16-2017
2375
FG
BLDG PAD 5 RETEST FOR TEST #2305, REPORT DATE 5-16-2017
2376
FG
BLDG PAD 4 GRID POINT 1 B-55.5 (S. SITE GRID)
2377
FG
BLDG. PAD 4 GRID POINT Z-54.5 (S, SITE GRID)
2378
FG
BLDG. PAD 4 GRID POINT Y.5-53.5 (S SITE GRID)
2379
FG
BLDG. PAD 4 GRID POINT X-53 (S SITE GRID)
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Proctor DryDensity
No
(pct
8
109.5
8
109.3
6
112.8
6
111.7
7
111.6
7
109.1
7
109.7
7
110.3
Percent Percent
Moisture Density
11.1 95.2
11.7 95
9.3 96.6
10.4 95.6
16.3 97.9
12" 95.7
12.8 96.2
13.7 96.8
Respectfully Submitted,
Fargo nsultants, Inc.
G
Y1 foore, CET
aterials 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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