HomeMy WebLinkAboutFargo Consultants, Inc. - 1/13/2017f� 0 2324 1 �abens Rd. • Dallas. Texas 75225
Fnrt.rtp rcrMtiui:rfi14 x s' '1'cl. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of
Tested For: JLB Partners, LP Date Performed: 1/13/2017
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
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcf)
Moisture Density
118
8TH
BLDG. PAD 1 GRID POINT T.4-27,2 (S. SITE GRID)
3
97.4
23.3
94.5
119
8TH
BLDG. PAD 1 GRID POINT T.9-25 (S. SITE GRID)
1
98.1
22.9
93
120
9TH
BLDG. PAD 1 GRID POINT T.3-27.4 (S, SITE GRID)
3
96.2
23.5
93.3
121
9TH
BLDG. PAD 1 GRID POINT T.5-25.6 (S. SITE GRID)
3
96.2
23.4
93.3
122
10TH
BLDG. PAD 1 GRID POINT T.7-25.4 (S. SITE GRID)
3
96
24.4
93.1
123
10TH
BLDG, PAD 1 GRID POINT T.5-27.7 (S. SITE GRID)
3
96.6
24.2
93.7
124
11TH
BLDG. PAD 1 GRID POINT T.6-25.6 (S. SITE GRID)
3
95.9
24.7
93
125
11 TH
BLDG. PAD 1 GRID POINT T.3-27.4 (S. SITE GRID)
3
96.1
24.5
93.2
126
12TH
BLDG. PAD 1 GRID POINT T.7-25.6 (S. SITE GRID)
4
90.4
26.7
93.4
127
12TH
BLDG. PAD 1 GRID POINT T.4-27.1 (S. SITE GRID)
4
90.6
26.5
93.6
128
9TH
BLDG. PAD 1 GRID POINT T.9-33.5 (S. SITE GRID)
3
96.5
23.4
93.6
129
9TH
BLDG. PAD 1 GRID POINT T.5-35.5 (S: SITE GRID)
3
98.1
23.6
95.2
130
10TH
BLDG. PAD 1 GRID POINT T.4-33 (S. SITE GRID)
3
97.6
23.3
94.7
131
10TH
BLDG. PAD 1 GRID POINT T.7-35.4 (S. SITE GRID)
3
97.8
24
94.9
132
11TH
BLDG. PAD 1 GRID POINT T.9-33.6 (S. SITE GRID)
1
98.9
22.9
937
133
11TH
BLDG. PAD 1 GRID POINT T.9-35.4 (S. SITE GRID)
3
96
23.7
93.1
134
12TH
BLDG. PAD 1 GRID POINT T.6-33.7 (S. SITE GRID)
1
99.3
23.3
94.1
135
12TH
BLDG. PAD 1 GRID POINT T.5-35.1 (S. SITE GRID)
4
91.3
26.9
94.3
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.
Geotecbnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfarfo.com
FGCS 2324 Fabens Rd. • Dallas, Texas 75225
FAnGO CONSULTANTS, TKID. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 oft
Tested For: JLB Partners, LP Date Performed: 1/13/2017
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 Proctor DryDensity Percent Percent
No. ILi. ft Location No. (pcfi Moisture Density
136 13TH BLDG. PAD 1 GRID POINT T.4-33.6 (S. SITE GRID) 3 97 23.5 94.1
137 13TH BLDG. PAD 1 GRID POINT T.2-35.7 (S. SITE GRID) 3 96.7 23.8 93.8
138 13TH BLDG. PAD 1 GRID POINT T.8-25.1 (S. SITE GRID) 3 96.7 24.3 93.8
139 13TH BLDG. PAD 1 GRID POINT T.3-27.6 (S. SITE GRID) 4 91.1 26.4 94.1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
1 irr;iTn inrsrrl anlS, 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.
Gr 3' Moore, CET
frrterirrls Testing Division
I
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