HomeMy WebLinkAboutFargo Consultants, Inc. - 3/1/2017 (6)-110I =a.
rAnao. CowSUX.TA"Ts. TKCS,
2324 Fabens Rd.. Dallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/1/2017
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 -5001 EZ
Probe Depth: 12 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 Engineering • Construction Materials Testing •Environmental Servicer
www.dallasfar.go.com
Moisture -Density Relations
Proctor No. Material Description
Opt. MC(%) Max DD (pcj) DD Range (%) MC Range
1 Light Gray SANDY CLAY
18.9
105.5
95 to 100
0 to +4
2 Light Gray CLAYEY SAND and gravel intermixed
10.2
116.4
95 to 100
0 to +4
3 Light Gray and Tan and Brown SANDY CLAY (mix)
19.3
103.1
95 to 100
0 to +4
4 Dark Brown and Tan and reddish Brown CLAY (mix)
22.4
96.8
95 to 100
0 to +4
5 Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix)
16.8
106.1
95 to 100
0 to +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift Location
No
(pcf)
Moisture
Density
98
FG -4' SANITARY SEWER LINE SS -3 STATION 3+30
1
101.3
20.7
96
99
FG -3' SANITARY SEWER LINE SS -3 STATION 3+30
4
93.1
23.8
96.2
100
FG -2' SANITARY SEWER LINE SS -3 STATION 3+30
3
98.5
20.3
95.5
101
FG -1' SANITARY SEWER LINE SS -3 STATION 3+30
3
99.4
20.1
96.4
102
FG SANITARY SEWER LINE SS -3 STATION 3+30
4
94.5
23.8
97.6
103
FG -2' WATER LINE GRID POINT N.9-29
1
102.1
19,6
96.8
104
FG -1' WATER LINE GRID POINT N,9-29
2
112.6
13.2
96.7
105
FG WATER LINE GRID POINT N.9-29
2
113.2
12.5
97.3
106
FG -3' WATER LINE GRID POINT N.9-38
1
102.3
19.1
97
107
FG -2' WATER LINE GRID POINT N.9-38
5
102.1
17.3
96.2
108
FG -1' WATER LINE GRID POINT N,9-38
3
99.1
20.2
96.1
109
FG WATER LINE GRID POINT N.9-38
5
101.8
17.5
95.9
110
FG -3' BLDG. 2 WATER SERVICE LINE
1
101.9
19.3
96.6
111
FG -2' BLDG. 2 WATER SERVICE LINE
5
101.3
17.5
95.5
112
FG -1' BLDG 2 WATER SERVICE LINE
3
99.3
20.3
96.3
113
FG BLDG 2 WATER SERVICE LINE
5
101.6
17.6
95.8
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 Servicer
www.dallasfar.go.com
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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: 3/1/2017
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: 12 Inches
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Respectfully Submitted,
Farge,C'onsulmnts, Inc.
, CET
sting 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. dallasfaroo. com