HomeMy WebLinkAboutFargo Consultants, Inc. - 1/9/2017r_
■ �- 2324 Pabens Rd. • Dallas Texas 75225
FA TEPO "-K.- V LrA N TS. IN C.
Tel. 214-352-4100 Fax. ax. 214-3 52-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 1/9/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra Levine, 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. W(%) 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
DgDensity
Percent
Percent
No.
/Lift
Location
No
(p c
Moisture
Density
37
9TH
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
3
96.1
24.5
93.2
38
9TH
BLDG. PAD GRID POINT 1R-28 (S. SITE GRID)
3
96.3
23.9
93.4
39
9TH
BLDG. PAD GRID POINT 1 R-31 (S. SITE GRID)
3
96
25.6
93.1
40
9TH
BLDG. PAD GRID POINT 1 R-35 (S. SITE GRID)
3
96.9
24.2
94
41
10TH
BLDG. PAD GRID POINT 1 R-25 (S. SITE GRID)
3
95.9
24.9
93
42
10TH
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
1
99.5
23.3
94.3
43
10TH
BLDG, PAD 1 GRID POINT R-31 (S. SITE GRID)
3
96.8
23.3
93.9
44
10TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
95.9
24.6
93
45
11TH
BLDG. PAD 1 GRID POINT R-25 (S. SITE GRID)
1
1001
22.9
94.9
46
11TH
BLDG. PAD 1 GRID POINT R-28 (S. SITE GRID)
1
100.5
23.1
95.3
47
11TH
BLDG. PAD 1 GRID POINT R-31 (S. SITE GRID)
1
99.9
23.5
94.7
48
11TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
95.9
24.5
93
49
12TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
98.4
23.4
95.4
50
12TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
96
23.6
931
51
12TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
95.9
23.8
93
52
12TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
1
993
23.1
94.1
53
13TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
3
96.6
24.1
93.7
54
13TH
BLDG. PAD 1 GRID POINT R-35 (S. SITE GRID)
1
99.7
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.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfarffo.com
FE� �, 0 am�_ 2324 FaUcns Rd. • Dallas, Texas 7522;
"Icon voxavranrrTs. INC. Tel. 214-352-4100 1 pax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/9/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
Gr!eevine, 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
55 13TH BLDG PAD 1 GRID POINT R-35 (S, SITE GRID)
3
95.9 24 93
56 13TH BLDG, PAD 1 GRID POINT R-35 (S. SITE GRID)
3
96.4 24.5 93.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsu t its, lire
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 y Moare, CET
faterials 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.
Geotee%raical Elagineering • Construction Alaterials Testing •Environmental Soruices
awavw. dallasfamo. com