HomeMy WebLinkAboutFargo Consultants, Inc. - 4/21/2017 (4)4/7!2.120
VA ROO ❑❑Rsur.7AN Ta, ir4C.
2324 Pabcns Rd. , Dallas Texas 75221-
Tel.
522;Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 4/21/2017
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
Test Elevation
No. /Lift
2132 8TH
2133 9TH
2134 10TH
2135 3RD
2136 4TH
2137 3RD
2138 4TH
2139 5TH
2140 6TH
2141 5TH
2142 6TH
2143 7TH
2144 8TH
2145 7TH
2146 8TH
Location
BLDG. PAD 6 GRID POINT G.3-39.1 (N. SITE GRID)
BLDG. PAD 6 GRID POINT G.1-39.8 (N. SITE GRID)
BLDG. PAD 6 GRID POINT G.7-39.6 (N. SITE GRID)
BLDG. PAD 3 GRID POINT 0-51.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.6-51.1 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.1-52 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.7-52.3 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0-51.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.6-51.1 (S. SITE GRID)
BLDG, PAD 3 GRID POINT 0.1-52.6 (S. SITE GRID)
BLDG, PAD 3 GRID POINT 0.6-52.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT O 1-51.1 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.7-51 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0-52.5 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.6-52.1 (S. SITE GRID)
Proctor DryDensity
No
Moisture -Density Relations
1
98.9
Proctor No.
Material Description Opt. MC(01o) Max DD (pcq
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
3
Field Test Results
3
97
Test Elevation
No. /Lift
2132 8TH
2133 9TH
2134 10TH
2135 3RD
2136 4TH
2137 3RD
2138 4TH
2139 5TH
2140 6TH
2141 5TH
2142 6TH
2143 7TH
2144 8TH
2145 7TH
2146 8TH
Location
BLDG. PAD 6 GRID POINT G.3-39.1 (N. SITE GRID)
BLDG. PAD 6 GRID POINT G.1-39.8 (N. SITE GRID)
BLDG. PAD 6 GRID POINT G.7-39.6 (N. SITE GRID)
BLDG. PAD 3 GRID POINT 0-51.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.6-51.1 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.1-52 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.7-52.3 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0-51.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.6-51.1 (S. SITE GRID)
BLDG, PAD 3 GRID POINT 0.1-52.6 (S. SITE GRID)
BLDG, PAD 3 GRID POINT 0.6-52.7 (S. SITE GRID)
BLDG. PAD 3 GRID POINT O 1-51.1 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.7-51 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0-52.5 (S. SITE GRID)
BLDG. PAD 3 GRID POINT 0.6-52.1 (S. SITE GRID)
Proctor DryDensity
No
(pcf)
1
98.9
1
99.7
3
96.3
4
90.7
3
95.9
3
96.4
4
91.3
4
90.2
3
96
3
97.6
3
97
4
90
4
90.2
4
91.3
4
91.8
Percent Percent
Moisture Density
23.4
93,7
23.1
94.5
23.9
93.4
26.9
93.7
25.1
93
24.7
93.5
26.5
94.3
26.8
93.2
25.5
93.1
25.1
94.7
24.6
94.1
27.9
93
27.3
93.2
26.7
94.3
27.2
94.8
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
PARR(] CONSXMTA;gTf..: Q.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas 'Texas 7522:
Tel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 4/21/2017
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.
Respectfully Submitted,
Fargo Cions tants, Inc.
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.dallasfarffo.com