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REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 1/18/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
"fest Mode: Direct "transmission Gauge Model: HS-50OIEZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. W(%) Max DD (pcfi DD Range (%) MC Range
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
(pcf)
Moisture
Density
204
3RD
BLDG. PAD 1 GRID POINT W.4-34.1 (S. SITE GRID)
5
100.9
22.4
95.1
205
4TH
BLDG. PAD 1 GRID POINT W.5-34 (S. SITE GRID)
3
95.9
24
93
206
3RD
BLDG. PAD 1 GRID POINT W,1-36.8 (S SITE GRID)
5
99.9
22.9
94.2
207
4TH
BLDG. PAD 1 GRID POINT W-36,5 (S. SITE GRID)
3
96.7
23.5
93.8
208
5TH
BLDG, PAD 1 GRID POINT W 6-34,5 (S. SITE GRID)
5
98.9
22.7
93.2
209
6TH
BLDG, PAD 1 GRID POINT W.5-34,6 (S SITE GRID)
5
100.7
22.1
94.9
210
5TH
BLDG, PAD 1 GRID POINT W.3-36.4 (S. SITE GRID)
3
97
23.7
94.1
211
6TH
BLDG, PAD 1 GRID POINT W.1-36.7 (S. SITE GRID)
5
100.5
22.3
94.7
212
7TH
BLDG, PAD 1 GRID POINT W-34,4 (S, SITE GRID)
3
96.9
23.9
94
213
8TH
BLDG, PAD 1 GRID POINT W,7-34 (S, SITE GRID)
3
98.1
23.4
95.2
214
7TH
BLDG. PAD 1 GRID POINT W.4-36, (S, SITE GRID)
5
99.1
22.7
93.4
215
8TH
BLDG. PAD 1 GRID POINT W..9-36 (S. SITE GRID)
3
97.5
23.5
94.6
216
9TH
BLDG. PAD 1 GRID POINT W.4-36.4 (S. SITE GRID)
5
100
22,3
94.3
217
10TH
BLDG. PAD 1 GRID POINT W-36,6 (S. SITE GRID)
5
99.6
23
93.9
218
9TH
BLDG. PAD 1 GRID POINT W..1-34,4 (S, SITE GRID)
5
100.5
22.1
94.7
219
10TH
BLDG. PAD 1 GRID POINT W.6-34,7 (S. SITE GRID)
3
98.2
23.4
95.2
220
1ST
BLDG, PAD 1 GRID POINT W.5-24.6 (S, SITE GRID)
3
96
24.8
93.1
221
2ND
BLDG, PAD 1 GRID POINT W.4-24,4 (S SITE GRID)
3
98.4
23.6
95.4
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 Engineering ® Construction Materials Testing ® Environmental Services
www.dallasfarffo.com
bens Rd � Dall2us,'I'exas 75221,
FAFIC0 CONSUINANTS, INC. 11.214
352-4100 Fax.214-352 4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/18/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M 16-4962
arra l,eviller ,Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS-500IEZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. (Lift Location
No.
(P 09 Moisture Density
222 1ST BLDG PAD 1 GRID POINT W 6-26 6 (S. SITE GRID)
3
98.1 23.3 95.2
223 2ND BLDG, PAD 1 GRID POINT W.1-26.7 (S, SITE GRID)
3
96.3 24 93.4
224 3RD BLDG. PAD 1 GRID POINT W.7-24 (S. SITE GRID)
3
97.1 23.8 94.2
225 4TH BLDG. PAD 1 GRID POINT W 6-24.4 (S. SITE GRID)
5
99.2 21.4 93.5
226 3RD BLDG, PAD 1 GRID POINT W.5-26.1 (S, SITE GRID)
5
99.1 21.9 93.4
227 4TH BLDG, PAD 1 GRID POINT W.7-26.6 (S. SITE GRID)
3
98.6 23,4 95.6
228 5TH BLDG, PAD 1 GRID POINT W,6-24.4 (S, SITE GRID)
5
99 22.8 93.3
229 6TH BLDG. PAD 1 GRID POINT W,5-24,6 (& SITE GRID)
3
97.1 23.3 94.2
230 5TH BLDG, PAD 1 GRID POINT W.4-26.7 (S SITE GRID)
3
95.9 23.8 93
231 6TH BLDG, PAD 1 GRID POINT W.6-26,1 (S, SITE GRID)
3
96.4 23.6 93.5
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo "Onsult l nts, hm
Test result with asterisk (), if any, indicates non-compliance to provided guidelines,
Test locations are referenced using an in-house system and are approximate.
til y Moore, (1-77,
11aterials Testing Division
The inforrnation 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 POYnUdaf 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 Bn '?z
,,ineeri Cons1ruction Materialf Tesfiqe ...m Envi�ronmen.�tal Services
waay. dallaslarvo. rom