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REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 1/19/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Grapevine,, Texas
Density and Moisture: Per ASTM I)-6938 Gauge Mariufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: IIS-500IEI
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,
performarice, etc, The use of our name and test results must receive our written approval. Reports most be reproduced in their entirety.
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Moisture -Density Relations
Proctor No.
Material Description Opt. MC(%) Mar. DD (pcn 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
(pcfi
Moisture Density
232
11TH
BLDG PAD 1 GRID POINT W.2-34.4 (S. SITE GRID)
5
99.8
227
94.1
233
12TH
BLDG, PAD 1 GRID POINT W.4-34 (S, SITE GRID)
3
96.2
23.3
93.3
234
13TH
BLDG, PAD 1 GRID POINT W.6-34.4 (S.. SITE GRID)
5
100,6
21.2
94.8
235
11TH
BLDG. PAD 1 GRID POINT W-36.7 (S. SITE GRID)
3
96.9
23.6
94
236
12TH
BLDG. PAD 1 GRID POINT W.1-36.3 (S., SITE GRID)
5
99.2
22.4
93.5
237
13TH
BLDG, PAD 1 GRID POINT W,6-36,1 (S.. SITE GRID)
5
100.9
21,7
95.1
238
SG
BLDG. PAD 1 GRID POINT Y,5-34 7 (S. SITE GRID)
3
96.8
24.1
93.9
239
SG
BLDG, PAD 1 GRID POINTY 6-2T6 (S. SITE GRID)
3
96.4
23.8
93.5
240
IST
BLDG, PAD 1 GRID POINT Y,8-34.1 (S, SITE GRID)
3
95.9
24
93
241
2ND
BLDG. PAD 1 GRID POINT Y.5-34,7 (S. SITE GRID)
3
98.9
25.,2
95.9
242
7TH
BLDG, PAD 1 GRID POINT W.5-24.1 (S.. SITE GRID)
5
99.2
22.4
93.5
243
8TH
BLDG„ PAD 1 GRID POINT W.2-24.6 (S. SITE GRID)
3
96.7
23.7
93.8
244
7TH
BLDG, PAD 1 GRID POINT W.7-26,1 (S. SITE GRID)
5
100.2
22.1
94.4
245
8TH
BLDG, PAD 1 GRID POINT W.6-26.7 (S, SITE GRID)
3
97
23.3
94.1
246
9TH
BLDG, PAD 1 GRID POINT W,5-24.6 (S. SITE GRID)
3
95.9
24.8
93
247
10TH
BLDG, PAD 1 GRID POINT W,4-24 (S, SITE GRID)
4
92.1
26.4
95.1
248
9TH
BLDG. PAD 1 GRID POINT W.2-26,1 (S, SITE GRID)
3
96.6
24.6
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,
performarice, etc, The use of our name and test results must receive our written approval. Reports most be reproduced in their entirety.
..._.. ............� �.w, ...� ..�,,.�„v.�.....Wt peoteehnica! F ez eneerin I Construction Te
t._...._.__ateria..�.�...,�, � ® ......... _......�.... _.,�...�w..... .� .. w��� �,
1llr .rtin FEnvironmental.Serviee.t
zvww. dalla rfareo. eons
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REPORT OF FIELD COMPACTION
Paget oft
Tested For: JLB Partners, LP
Date Performed: 1/19/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
Gra evll3e, Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS-50OIEZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. ILift Location
No.
(pcfi Moisture Density
249 10TH BLDG, PAD 1 GRID POINT W.6-26 (S. SITE GRID)
4
92.6 26.5 95.7
250 11TH BLDG, PAD 1 GRID POINT W 4-24.7 (S. SITE GRID)
3
96 24.2 93.1
251 11TH BLDG, PAD 1 GRID POINT W,1-26.6 (S. SITE GRID)
3
96.4 23.8 93,5
252 12TH BLDG, PAD 1 GRID POINT W 8-24.1 (S. SITE GRID)
4
93.1 26.4 96.2
253 13TH BLDG PAD 1 GRID POINT W.4-24,7 (S. SITE GRID)
3
96.6 23.9 93.7
254 12TH BLDG, PAD 1 GRID POINT W.6-26,3 (S, SITE GRID)
3
97,4 23.7 94.5
255 13TH BLDG. PAD 1 GRID POINT W.5-26 (S, SITE GRID)
1
98.2 23.3 93.1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted(
Fargo Consult Is, 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.
oe
( y dVloore;„ CET
laterials Testing Divisrrrrr
he information and results shown on this report are for the exclusive Use of the cliern. and the C lient's dcsismated recipien(s on file in our office, l t.st Ie,'UItS are l)asc l
on data obtained froin specific samples tested a( particular locations noted and are not i7ldica6.ve of the qualities of apparently identical or similar specimens, composition,
Performance, etc. .I`lle use of our naine and testresults mUSI receive our Wfitten approval. Reports must he reproduced in their ciltirety.
Geotechnical Engineeazng ^ Construction Materials "Testing m Environmental Services
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