HomeMy WebLinkAboutFargo Consultants, Inc. - 4/27/2017 (2)2324 Fabens Rd. • D4116F.. 'texas 7522:
PAIMO C.Qt5igOXMANTS. INC. 1'0. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 4/27/2017
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
6
Tannish Brown CLAYEY SAND - Select Fill
11.1 116.8
Min. 95
-2 to +2
7
Brown CLAYEY SAND - Select Fill
14.3 114
Min. 95
-2 to +2
Field Test
Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift Location
No
(pcfi
Moisture Density
2196
11TH BLDG. PAD 3 GRID POINT Q.3-52.6 (S. SITE GRID)
3
96.2
25.1
93.3
2197
12TH BLDG. PAD 3 GRID POINT Q.5-52.2 (S. SITE GRID)
3
96.7
23.5
93.8
2198
13TH BLDG. PAD 3 GRID POINT Q.7-52.7 (S. SITE GRID)
1
98.6
23
93.5
2199
11TH BLDG. PAD 3 GRID POINT Q.6-51.3 (S. SITE GRID)
3
97.8
24
94.9
2200
12TH BLDG. PAD 3 GRID POINT Q.5-51.4 (S. SITE GRID)
3
97.1
23.8
94.2
2201
13TH BLDG. PAD 3 GRID POINT Q.1-51.6 (S. SITE GRID)
1
98.9
23.4
93.7
2202
SG BLDG. PAD 3 GRID POINT S.6-52.1 (S. SITE GRID)
1
99.6
22.9
94.4
2203
1ST BLDG, PAD 3 GRID POINT S.7-52 (S. SITE GRID)
3
96.4
23.5
93.5
2204
2ND BLDG. PAD 3 GRID POINT S.4-52.4 (S. SITE GRID)
3
97.2
23.3
94.3
2205
SG BLDG. PAD 5 GRID POINT F.5-44.6 (N. SITE GRID)
3
96.9
24.1
94
2206
1ST BLDG. PAD 5 GRID POINT F.4-44.1 (N. SITE GRID)
3
96.5
24.8
93.6
2207
2ND BLDG. PAD 5 GRID POINT F.2-44.7 (N. SITE GRID)
3
97.2
24.6
94.3
2208
3RD BLDG. PAD 5 GRID POINT F.6-44 (N. SITE GRID)
4
93.9
26.4
97
2209
4TH BLDG, PAD 5 GRID POINT F.5-44.7 (N. SITE GRID)
4
93.2
26.8
96.3
2210
5TH BLDG. PAD 5 GRID POINT F.1-44.4 (N. SITE GRID)
1
99.1
23
93.9
2211
FG BLDG. PAD 6 GRID POINT L.6-42.6 (N. SITE GRID)
6
113.6
11.8
97.3
2212
FG BLDG. PAD 6 GRID POINT JAAM (N. SITE GRID)
7
109.1
13.3
95.7
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, '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.
Geotechnical Engineering •Construction Materials Te ting • Environmental Services
www.dallasfarffo.com
�00 2324 Fabens Rd. • Dallas, 'Texas 7522:
rARC10 V0K15UXrrArrT8, xxa. 'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 4/27/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M 16-4962
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.
(pcfi Moisture Density
2213 FG BLDG. PAD 6 GRID POINT 1.1-40 6 (N. SITE GRID)
7
110.1 12.3 96.6
2214 FG BLDG, PAD 6 GRID POINT G.6-40.7 (N. SITE GRID)
7
108.6 14.2 95.3
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 9onsuffunts, 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. 40
Gu Moore, CET
uteriulc 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