HomeMy WebLinkAboutFargo Consultants, Inc. - 4/5/2017E/ C70
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WA n&'40 CpNldlII77'AN7C8. INC,
2324 Pabens Rd. • Dallas, Texas 7522:
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of
Tested For: JLB Partners, LP Date Performed: 4/5/2017
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
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
Location
No.
/Lift
No
(pcfi
Moisture
Density
1860
SG
BLDG. PAD 7 GRID POINT L 7-532 (N. SITE GRID)
5
100.4
22.2
94.6
1861
SG
BLDG. PAD 7 GRID POINT M.5-53.6 (N. SITE GRID)
5
99.1
22.4
93.4
1862
1ST
BLDG. PAD 7 GRID POINT L.5-53.7 (N. SITE GRID)
5
100.5
22.1
94.7
1863
1ST
BLDG PAD 7 GRID POINT M.6-53.1 (N. SITE GRID)
5
101.1
21.6
95.3
1864
2ND
BLDG PAD 7 GRID POINT L.7-53.8 (N. SITE GRID)
5
100.6
21.8
94.8
1865
2ND
BLDG PAD 7 GRID POINT M 4-53.3 (N. SITE GRID)
5
99.7
22
94
1866
3RD
BLDG. PAD 7 GRID POINT L 5-53 4 (N. SITE GRID)
5
99.9
21.2
94 2
1867
3RD
BLDG. PAD 7 GRID POINT M 5-53.8 (N. SITE GRID)
5
99.8
21.4
94.1
1868
4TH
BLDG PAD 7 GRID POINT L 4-53.1 (N. SITE GRID)
5
99.5
21.6
93.8
1869
4TH
BLDG. PAD 7 GRID POINT M 7-53.1 (N. SITE GRID)
5
99.3
21.7
93.6
1870
5TH
BLDG PAD 7 GRID POINT L 6-53.6 (N SITE GRID)
5
100.2
21.8
94.4
1871
5TH
BLDG PAD 7 GRID POINT M 1-53.4 (N. SITE GRID)
5
100.1
21.9
94.3
1872
6TH
BLDG PAD 7 GRID POINT L.5-53 7 (N SITE GRID)
5
99.6
22.3
93.9
1873
6TH
BLDG. PAD 7 GRID POINT M 7-53 (N. SITE GRID)
5
99.5
22.1
93.8
1874
7TH
BLDG. PAD 7 GRID POINT L.6-53.6 (N. SITE GRID)
5
99.7
22.5
94
1875
7TH
BLDG PAD 7 GRID POINT M 4-53.4 (N. SITE GRID)
5
99.6
22.3
93.9
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 • Constniction 117aterials Testing • Environmental Services
www.dallasfarffo.com
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REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas, Tcxas 7522:
Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of.2
Date Performed: 4/5/2017
Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
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.
Gauge Model: HS-5001EZ
Probe Depth:8 Inches
Respectfully Submitted,
Fargo C nsul ills, Inc.
G 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 Servicer
www. dallasfarffo. com