HomeMy WebLinkAboutFargo Consultants, Inc. - 2/11/2017 (2)■ ■oRC0 2324 Pabens Rd. - DA1fa . Texas 75225
FARGO cONSUSXA WL'2a . INC Tol- 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 1
Tested For: JLB Partners, LP Date Performed: 2/11/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, 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
1 Light Gray SANDY CLAY 18.9 105.5 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
Field Test Results
Test
Elevation
Proctor DryDensity Percent
Percent
No.
ILift
Location
No
(pcf) Moisture
Density
36
1ST
PARKING AREA FIRE LANE GRID POINT Q-13 (SOUTH SITE GRID)
1
102 20.6
96.7
37
1ST
PARKING AREA FIRE LANE GRID POINT Q-20 (SOUTH SITE GRID)
5
103.5 16.8
97.5
38
1ST
PARKING AREA FIRE LANE GRID POINT T-14 (SOUTH SITE GRID)
5
104.7 20.4
98.7
39
1ST
PARKING AREA FIRE LANE GRID POINT T-19 (SOUTH SITE GRID)
5
105.1 17.7
99.1
40
9TH
WEST PARKING AREA GRID POINT H-6 (NORTH SITE GRID)
5
104.4 16.8
98.4
41
9TH
WEST PARKING AREA GRID POINT 1A-5 (SOUTH SITE GRID)
5
103.9 18.6
97.9
42
9TH
WEST PARKING AREA GRID POINT X-4 (SOUTH SITE GRID)
5
102 19.7
96.1
43
3RD
WEST PARKING AREA GRID POINT Y-3 (SOUTH SITE GRID)
5
105.1 16.9
99.1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo . on nt.1, 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.
ry 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 Services
www.dallasfarfo.com