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REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 1/17/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine,, Texas
Density and Moisture: Per ASTM D -6e938 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 narne and test results must receive our written approval. Reports must be reproduced in thein entirety.
Geotechnical i n ineenng Construction Materials I esling ® F rtz✓ironmentcd Services
www.dalla,rtar,ao.com
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
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
(pcf)
Moisture Density
176
10TH
BLDG, PAD 1 GRID POINT U.4-35.5 (S. SITE GRID)
5
100.5
20.9
94.7
177
11TH
BLDG, PAD 1 GRID POINT U-35.1 (S, SITE GRID)
5
99.8
21.5
94.1
178
10TH
BLDG, PAD 1GRID POINT U,6-34.4 (S.. SITE GRID)
5
99.1
21.2
93,.4
179
11TH
BLDG, PAD 1 GRID POINT U.1-34 (S, SITE GRID)
5
99.4
21.9
93.7
180
12TH
BLDG. PAD 1 GRID POINT U.7-35,6 (S. SITE GRID)
3
96.5
23.4
93.6
181
13TH
BLDG, PAD 1 GRID POINT U,5-35,8 (S, SITE GRID)
3
97
23.5
94.1
182
12TH
BLDG,. PAD 1 GRID POINT U.4-34 (S. SITE GRID)
3
96.8
23.3
93.9
183
13TH
BLDG, PAD 1 GRID POINT U.6-34.1 (S. SITE GRID)
3
96.2
23.6
93.3
184
SG
BLDG, PAD 1 GRID POINT W.1-34.6 (S. SITE GRID)
3
95.9
24.4
93
185
SG
BLDG, PAD 1 GRID POINT W,6-36.4 (S. SITE GRID)
3
96.4
24
93.5
186
8TH
BLDG. PAD 1 GRID POINT UA -24,6 (S. SITE GRID)
4
92.9
26.4
96
187
9TH
BLDG, PAD 1 GRID POINT U-24,8 (S SITE GRID)
3
96.4
23.6
93.5
188
8TH
BLDG.. PAD 1 GRID POINT U,6-26.1 (S, SITE GRID)
3
96.8
23.4
93.9
189
9TH
BLDG. PAD 1 GRID POINT U.4-26,6 (S. SITE GRID)
3
95.9
218
93
190
1 OTH
BLDG, PAD 1 GRID POINT U.6-24,4 (S. SITE GRID)
5
98.7
21.3
93
191
11TH
BLDG PAD 1 GRID POINT U.7-24.5 (S. SITE GRID)
3
97.1
24
94.2
192
10TH
BLDG. PAD 1 GRID POINT U 1-26.1 (S. SITE GRID)
5
99.4
21.9
93.7
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 narne and test results must receive our written approval. Reports must be reproduced in thein entirety.
Geotechnical i n ineenng Construction Materials I esling ® F rtz✓ironmentcd Services
www.dalla,rtar,ao.com
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REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/17/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
Gra evine, 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. ILift Location
No.
(pcfi Moisture Density
193 11TH BLDG. PAD 1 GRID POINT U,6-26,6 (S. SITE GRID)
5
99 22,2 93.3
194 12TH BLDG PAD 1 GRID POINT U,5-24,5 (S. SITE GRID)
3
97.7 23..3 94.8
195 13TH BLDG PAD 1 GRID POINT U-24.2 (S SITE GRID)
3
97 23.6 94.1
196 12TH BLDG PAD 1 GRID POINT U.1-26.1 (S. SITE GRID)
5
100,1 22.3 94.3
197 13TH BLDG. PAD 1 GRID POINT U.9-26.4 (S. SITE GRID)
3
97 23.6 94.1
198 1ST BLDG, PAD 1 GRID POINT W.3-34.3 (S. SITE GRID)
5
101 21.9 95.2
199 2ND BLDG. PAD 1 GRID POINT W.4-34.8 (S. SITE GRID)
5
101.5 21.5 95.7
200 1ST BLDG. PAD 1 GRID POINT W 6-36 4 (S. SITE GRID)
3
96.6 23.9 93.7
201 2ND BLDG PAD 1 GRID POINT W.1-36.6 (S. SITE GRID)
1
98.8 23 93.6
202 SG BLDG. PAD 1 GRID POINT W,5-24 (S. SITE GRID)
3
96.1 24.1 93.2
203 SG BLDG, PAD 1 GRID POINT W 3-26.1 (S, SITE GRID)
3
96.9 23.8 94
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo 'trnsultants, 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.
�
C rqs Moore, CET
Materials Testing Division
'l lac information and results shown on this report are for the exclusive use of the client and the client's de si ;nated recipients ora file iTa our Office l f.st 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 -pecinxens, composition,
performance, etc_. The use of our name and test: results must receiVe OUT written approval. Reports must be reproduced in their etIt ret:y.
Geotechnical.En,v neeri'ng ® C;onrtruetion Maletial.. T esling A T nvir-onmuntal.$ omi(vs
www Balla tarro. com