HomeMy WebLinkAboutFargo Consultants, Inc. - 3/18/2017Z?Pmea�2 __
uAnao oaxnsuLTANT. 6. rrea.
2324 Fabens Rd. • Dallas, Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/18/2017
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 (pcjg DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 93 to 98 at least +4
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
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. ILift Location No (pcfi Moisture Density
1551 SG BLDG. PAD 10 GRID POINT T.5-40.7 (N. SITE GRID) 4 92.1 26.7 95.1
1552 SG BLDG. PAD 10 GRID POINT T.6-40.6 (N, SITE GRID) 4 92.6 26.5 95.7
1553 1ST BLDG. PAD 10 GRID POINT T.4-40.1 (N. SITE GRID) 1 100.3 22.9 95.1
1554 2ND BLDG. PAD 10 GRID POINT T.6-40.7 (N. SITE GRID) 3 99.2 23.6 96.2
1555 1ST BLDG. PAD 10 GRID POINT T.7-41.1 (N. SITE GRID) 5 100.9 21.7 95.1
1556 2ND BLDG. PAD 10 GRID POINT T2-41.7 (N. SITE GRID) 3 98.6 23.3 95.6
1557 3RD BLDG. PAD 10 GRID POINT T.6-40.9 (N. SITE GRID) 3 97.9 24.8 95
1558 3RD BLDG. PAD 10 GRID POINT T.1-41.4 (N. SITE GRID) 3 97.4 25.6 94.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Farg!yConsuft nts, 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.
�Ga Moore, CET
ale
rials 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. 'fest 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.dallasfarffo.com