HomeMy WebLinkAboutFargo Consultants, Inc. - 5/15/20172324 Fabens Rd. • Dallas, '1'cxas 7522;
f'AVR00 CON V. U r.TAA TS. INI C.
'Fel. 214-352-4100 Fax. 214-352-4817
REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 5/15/2017
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(%) 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
Location
No.
/Lift
No
(pct
Moisture Density
2346
1ST
BLDG. PAD 4 GRID POINT X.4-52.6 (S. SITE GRID)
3
96.7
23.8
93.8
2347
2ND
BLDG. PAD 4 GRID POINT X_6-52.1 (S. SITE GRID)
3
96.3
24.2
93.4
2348
1ST
BLDG. PAD 4 GRID POINT X.1-53.6 (S. SITE GRID)
3
97.4
23.3
94.5
2349
2ND
BLDG. PAD 4 GRID POINT X-53.7 (S. SITE GRID)
1
98.6
23.5
93.5
2350
3RD
BLDG, PAD 4 GRID POINT X6-52.1 (S. SITE GRID)
3
96.1
24.9
93.2
2351
4TH
BLDG. PAD 4 GRID POINT X1-52.7 (S. SITE GRID)
4
92.9
26.4
96
2352
3RD
BLDG. PAD 4 GRID POINT X.4-53.6 IS. SITE GRID)
3
95,9
25.3
93
2353
4TH
BLDG_ PAD 4 GRID POINT X.3-53.4 (S. SITE GRID)
3
97
23.3
94.1
2354
5TH
BLDG. PAD 4 GRID POINT X.7-52.2 (S. SITE GRID)
3
96.8
23.9
93.9
2355
6TH
BLDG. PAD 4 GRID POINT X 3-52.6 (S. SITE GRID)
3
97.6
25.1
94.7
2356
5TH
BLDG. PAD 4 GRID POINT X.4-53 (S, SITE GRID)
3
97.8
23.6
94.9
2357
6TH
BLDG. PAD 4 GRID POINT X.6-53.7 (S. SITE GRID)
3
96.2
24.8
93.3
2358
7TH
BLDG. PAD 4 GRID POINT X.1-52.1 (S. SITE GRID)
3
97
24.1
94.1
2359
8TH
BLDG. PAD 4 GRID POINT X.6-52.5 (S_ SITE GRID)
3
96.9
25.3
94
2360
7TH
BLDG. PAD 4 GRID POINT X.1-53.7 IS. SITE GRID)
3
95.9
24.8
93
2361
8TH
BLDG. PAD 4 GRID POINT X.6-53.6 (S. SITE GRID)
4
92.7
26.4
95.8
2362
9TH
BLDG. PAD 4 GRID POINT X.7-52.1 (S. SITE GRID)
3
97.9
23.9
95
2363
10TH
BLDG. PAD 4 GRID POINT X.1-52.4 (S. SITE GRID)
3
97.1
24.9
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 offices 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 Lest results must receive our written approval.
Reports must be reproduced in their entirety.
Geotechnical Engineering • Constrnrction Alatorials Tasting • Environmental Services
www.dallasfarfo.com
C'-%gJLMP�J 2324 Fabens Rd. - Dallas, Texas 75225
vAnon CONSULTANTS, rNa'. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 5/15/2017
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. ILift Location
No.
(pcJ) Moisture Density
2364 9TH BLDG. PAD 4 GRID POINT X.1-53.6 (S. SITE GRID)
4
94 26.6 97.1
2365 10TH BLDG PAD 4 GRID POINT X.6-53.7 (S. SITE GRID)
3
97.7 24.2 94.8
2366 11TH BLDG, PAD 4 GRID POINT X,4-52.4 (S. SITE GRID)
3
97,2 23.5 94.3
2367 12TH BLDG. PAD 4 GRID POINT X.3-52.7 (S. SITE GRID)
3
96.7 23.8 93.8
2368 13TH BLDG. PAD 4 GRID POINT X.7-52.6 (S. SITE GRID)
1
98.5 23.6 93.4
2369 11 TH BLDG. PAD 4 GRID POINT X.3-53.7 (S. SITE GRID)
3
97.6 24.3 94.7
2370 12TH BLDG. PAD 4 GRID POINT X.1-53.6 (S SITE GRID)
1
98.9 24.1 93.7
2371 13TH BLDG. PAD 4 GRID POINT X-53.4 (S. SITE GRID)
1
99.6 22.9 94.4
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo C nsult nts, 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.
G Moore, CET
aterials Testing Division
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