HomeMy WebLinkAboutFargo Consultants, Inc. - 1/21/2017��rtalros -�- _ __ 21241 14 352-4100 Fax. 214-3521.."i2
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REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 1/21/2017
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: IIS -5001 EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt MC(Vo) 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcfi
Moisture
Density
282
5TH
BLDG, PAD 1 GRID POINT Z.3-27.4 (S. SITE GRID)
1
100.1
23.6
94.9
283
5TH
BLDG. PAD 1 GRID POINT Y.5-24.5 (S. SITE GRID)
1
98.6
24
93.5
284
6TH
BLDG. PAD 1 GRID POINT Z..4-36 5 (S. SITE GRID)
1
99.2
24.3
94
285
6TH
BLDG. PAD 1 GRID POINT Z,1-27.1 (S. SITE GRID)
1
99,4
24.8
94.2
286
6TH
BLDG, PAD 1 GRID POINT Y.1-24.4 IS, SITE GRID)
1
98.8
24.2
93.6
287
7TH
BLDG, PAD 1 GRID POINT Z.5-36.8 (S.. SITE GRID)
1
99.6
23.8
94,4
288
7TH
BLDG„ PAD 1 GRID POINT Z.1-27.1 (S.. SITE GRID)
1
100
23.4
94.8
289
7TH
BLDG, PAD 1 GRID POINT Y.4-24.6 (S. SITE GRID)
1
100.6
24.2
95.4
290
8TH
BLDG. PAD 1 GRID POINT Z,5-36.1 (S, SITE GRID)
1
99.5
23,8
94.3
291
8TH
BLDG. PAD 1 GRID POINT Z-27.4 (S. SITE GRID)
1
99.1
23.6
93.9
292
8TH
BLDG. PAD 1 GRID POINT Y.1-24,7 (S, SITE GRID)
1
98.8
23,9
93.6
293
9TH
BLDG, PAD 1 GRID POINT Z,5-36 1 (S. SITE GRID)
1
99.6
24.2
94.4
294
9TH
BLDG. PAD 1 GRID POINT Z1-27.6 (S. SITE GRID)
1
99.9
24
94.7
295
9TH
BLDG, PAD 1 GRID POINT Y,7-24,5 (S, SITE GRID)
1
100.6
24.1
95.4
296
10TH
BLDG. PAD 1 GRID POINT Z.1-36 (S, SITE GRID)
1
98.9
23,8
93.7
297
10TH
BLDG. PAD 1 GRID POINT Z,6-27.1 (S.. SITE GRID)
1
100.1
23,5
94.9
298
10TH
BLDG, PAD 1 GRID POINT Y.4-24.7 IS, SITE GRID)
3
96.8
24.2
93.9
299
11TH
BLDG. PAD 1 GRID POINT Z.1-36.4 (S., SITE GRID)
3
97.1
23.5
94.2
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. 'fest 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.
Geoteehnieal Engineering ® Construction Materials Te i irtg , En )ironmental.S'err ices
www.dallai-larpo.com
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REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/21/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
GraLe�vin , Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS -5001 EZ
Probe Depth:8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. /Lift Location
No.
(pcf) Moisture Density
300 11TH BLDG, PAD 1 GRID POINT Z.6-27.1 (S. SITE GRID)
3
96.7 24.5 93.8
301 11TH BLDG. PAD 1 GRID POINTY 6-24A (S. SITE GRID)
3
99.4 25.2 96.4
302 12TH BLDG, PAD 1 GRID POINT Z.5-36.6 (S. SITE GRID)
3
100.3 23.3 97.3
303 12TH BLDG, PAD 1 GRID POINT Z..2-27.1 (S. SITE GRID)
3
99.1 23.9 96.1
304 12TH BLDG. PAD 1 GRID POINT Y.4-24.4 (S. SITE GRID)
3
97.2 24.7 94.3
305 13TH BLDG, PAD 1 GRID POINT Z.6-36.1 (S. SITE GRID)
3
96.8 23.4 93.9
306 13TH BLDG. PAD 1 GRID POINT Z.4-27,3 (S. SITE GRID)
3
100.5 25.7 97.5
307 13TH BLDG. PAD 1 GRID POINT Y.1-24.4 (S, SITE GRID)
3
99.6 25.4 96.6
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Forgo d °onvult ruts:, life.
Test result with asterisk (*), if'ony, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
l� Moore, f"TY
1G'
lrrterials Testing Division
'Clic information anr.:l results s}t<.wn on this rcport are for the exclusive use ofthe client: and the client's designated recipients on file in our office. Test st: results are: based
on data obtained from specific samples testcd at particular locations noted and are not indicativc of the qualities of apparently identical or similar specimens, composition,
performance, ct:c. The use of our narne and test results inust receive our written approval. Reports must be rep.rodr rccd in thens entirety.
Geotechnical Engineering , Construction Materials Testing e Environmental Services
www.dallarfarffo.com