HomeMy WebLinkAboutFargo Consultants, Inc. - 4/1/2017 (2)R
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FARGO CONSU7.TANTS_1140.
2324 Pabens Rd. - Dallas, Texas 7522:
'.1'cl. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 4/1/2017
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
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 Eugiiieeriug • Construction Materials Testing • Enviroranienial Services
www.dallasfarffo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(Yo) Max. DD (pct 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
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.
/Lift
Location
No
(pcfi
Moisture Density
1795
1ST
BLDG. PAD 7 GRID POINT P.4-54.7 (N SITE GRID)
3
95.9
24.2
93
1796
2ND
BLDG. PAD 7 GRID POINT P-.254 5 (N. SITE GRID)
5
98.9
21.8
93.2
1797
3RD
BLDG. PAD 7 GRID POINT P.3-54.2 (N SITE GRID)
5
99.4
22.2
93.7
1798
4TH
BLDG. PAD 7 GRID POINT P.1-54.6 (N. SITE GRID)
5
100.5
21.3
94.7
1799
5TH
BLDG. PAD 7 GRID POINT P-54.8 (N. SITE GRID)
5
99.8
21.6
94.1
1800
6TH
BLDG. PAD 7 GRID POINT P.2-54.7 (N. SITE GRID)
5
100.7
20.8
94.9
1801
7TH
BLDG. PAD 7 GRID POINT P.4-54 4 (N. SITE GRID)
5
98.7
22.9
93
1802
8TH
BLDG, PAD 7 GRID POINT P.3-54.4 (N. SITE GRID)
5
100.3
22.4
94.5
1803
9TH
BLDG. PAD 7 GRID POINT P.4-54.6 (N. SITE GRID)
5
99.6
21.8
93.9
1804
10TH
BLDG, PAD 15 GRID POINT H.1-15.8 (N. SITE GRID)
1
98.8
22.9
93.6
1805
11TH
BLDG. PAD 15 GRID POINT H17-15.5 (N. SITE GRID)
3
98.1
24.1
95.2
1806
12TH
BLDG. PAD 15 GRID POINT H.4-15.5 (N. SITE GRID)
1
99.8
23.6
94.6
1807
13TH
BLDG. PAD 15 GRID POINT H-15 4 (N. SITE GRID)
1
99.6
23.8
94.4
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 Eugiiieeriug • Construction Materials Testing • Enviroranienial Services
www.dallasfarffo.com
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FAnOO OONSVI MA N76. INC.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabcns Rd. Dallas, Texas 7522:
"1'cl. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 4/1/2017
Fargo Job No. M 16-4962
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-500IEZ
Probe Depth: 8 Inches
Respectfully Submitted,
Fargo �'onsrrlt nts, Inc.
ti
Gq;y 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. daIla sfarpo. com