HomeMy WebLinkAboutFargo Consultants, Inc. - 1/24/2017 (2)bcns Rd. 1 alles lcxas 75225
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REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 1/24/2017
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
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
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
(p efi
Moisture Density
322
3RD
BLDG. PAD 2 GRID POINT K.4-42.1 (S, SITE GRID)
3
97.6
23,5
94.7
323
4TH
BLDG, PAD 2 GRID POINT M.3-42.8 (S. SITE GRID)
3
96.4
24.9
93.5
324
5TH
BLDG, PAD 2 GRID POINT K-42 4 (S, SITE GRID)
3
96.9
23.8
94
325
6TH
BLDG, PAD 2 GRID POINT M.4-42.3 (S. SITE GRID)
3
96.2
24
93.3
326
7TH
BLDG, PAD 2 GRID POINT K.7.42 2 (S, SITE GRID)
4
93.5
26.6
96.6
327
8TH
BLDG, PAD 2 GRID POINT M,6-42,7 (S, SITE GRID)
3
97
23.7
94.1
328
9TH
BLDG. PAD 2 GRID POINT K 4-424 (S, SITE GRID)
4
92.5
27,3
95.6
329
10TH
BLDG. PAD 2 GRID POINT K.642.8 (S. SITE GRID)
3
97.2
23,5
94.3
330
11TH
BLDG. PAD 2 GRID POINT M-42.4 (S, SITE GRID)
3
96.9
24.8
94
331
12TH
BLDG, PAD 2 GRID POINT K.1-424 (S, SITE GRID)
3
97.4
23.7
94,.5
332
4TH
BLDG. PAD 18 GRID POINT L7-25.3 (S. SITE GRID)
4
93.1
26.4
96.2
333
5TH
BLDG, PAD 18 GRID POINT L.6-25,6 (S. SITE GRID)
3
95.9
23.3
93
334
4TH
BLDG, PAD 18 GRID POINT K,3-25.4 (S, SITE GRID)
1
98.2
22.9
93.1
335
5TH
BLDG, PAD 18 GRID POINT K.4-25.6 (S. SITE GRID)
3
96.9
23.4
94
336
6TH
BLDG. PAD 18 GRID POINT L.4-25,4 (S.. SITE GRID)
3
95.9
24.1
93
337
7TH
BLDG PAD 18 GRID POINT L 7-25,6 (S. SITE GRID)
3
96.4
23.3
93.5
338
6TH
BLDG, PAD 18 GRID POINT K.4-25.7 (S, SITE GRID)
3
96.1
23.8
93.2
339
7TH
BLDG, PAD 18 GRID POINT K 6-25,5 (S. SITE GRID)
3
97.4
23.5
94.5
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.
GeotechnicalEn, neeriq ® Conrtrurtion Materials Testing - Environmental Services
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REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 1/24/2017
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. /Lift Location No. (pct Moisture Density
340 8TH BLDG PAD 18 GRID POINT L.4-25,5 IS. SITE GRID) 3 97.2 24.1 94,3
341 9TH BLDG PAD 18 GRID POINT L..7-25.4 (S. SITE GRID) 3 96.9 24.5 94
342 10TH BLDG, PAD 18 GRID POINT L.6-25,9 IS, SITE GRID) 3 96 23.8 93.1
343 8TH BLDG. PAD 18 GRID POINT K.6-25.4 (S. SITE GRID) 3 97.4 23.3 94,5
344 9TH BLDG. PAD 18 GRID POINT K.4-25,9 (S, SITE GRID) 3 97.1 24.2 94.2
345 10TH BLDG, PAD 18 GRID POINT K.8-25.7 (S. SITE GRID) 4 92.2 26.4 95.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted%
Fargo onsultants, file.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate. "141
11aterials
Moord, (,°l" Testing Division
The information and results shown on this report are for the er:clu,,iVC use of the clientand the cl'ient's designated recipicnts on file in our office I€at re;:,ults are based
on data obtained from specific samples tested at particular locations 'noted and are not indicative of t1He qualities of apparmdy identical or similar specimens, composition,
performance'etc. the use Of our nan7e and to ;t results must 'receive our rwrriaen approval. I�epOrt6 YY st l7e r'eprOP:lUced r'1 tllcHr CY'itHH"e � .
Geotechnical Engineering s Construction Materials T.'esting d Environmental Services
www.dallasfarffo.com