HomeMy WebLinkAboutFargo Consultants, Inc. - 3/17/2017 (3)■ ■�� 2324 Pabcns Rd. - Dallas, Tcx.as 7522:
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REPORT OF FIELD COMPACTION Page I of I
Tested For: JLB Partners, LP Date Performed: 3/17/2017
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 -5001 EZ
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. ILift Location No (pcfi Moisture Density
1527 9TH BLDG. PAD 10 GRID POINT U.5-42.7 (N. SITE GRID) 3 98.4 23.9 95.4
1528 9TH BLDG. PAD 10 GRID POINT V.1-41.5 (N. SITE GRID) 3 98.2 23.8 95.2
1529 10TH BLDG. PAD 10 GRID POINT U.5A2.1 (N. SITE GRID) 3 98.6 24.3 95.6
1530 10TH BLDG, PAD 10 GRID POINT V.6-41.4 (N. SITE GRID) 3 98.5 24.4 95.5
1531 11TH BLDG_ PAD 10 GRID POINT U.1-42.3 (N SITE GRID) 3 98.2 24.6 95.2
1532 11TH BLDG, PAD 10 GRID POINT V.6-41.1 (N SITE GRID) 3 98.3 24.5 95.3
1533 12TH BLDG. PAD 10 GRID POINT U,5A2.6 (N. SITE GRID) 3 98.4 24.3 95.4
1534 12TH BLDG_ PAD 10 GRID POINT V.1-41 6 (N SITE GRID) 3 98.3 24.6 95.3
1535 7TH BLDG. PAD 9 GRID POINT S.9A6.1 (N. SITE GRID) 5 99.6 22.3 93.9
1536 7TH BLDG. PAD 9 GRID POINT S.5-45.5 (N. SITE GRID) 5 99.5 22.4 93.8
1537 8TH BLDG. PAD 9 GRID POINT S.1-46.7 (N. SITE GRID) 5 99.7 222 94
1538 8TH BLDG PAD 9 GRID POINT S.6-45.1 (N. SITE GRID) 5 99.8 22.3 94,1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Cusul 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. s [ L•"��
Grt Moore, CET
trtcrtirrls 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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