HomeMy WebLinkAboutFargo Consultants, Inc. - 3/9/20172324 Pabens Rd. • Dallas, 'Texas 75225
Fnrer:o CONSUL-A:ANTS. IN'% Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 3/9/2017
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(Yo) 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
5
Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix)
16.8 106.1
93 to 98
at least +4
8
Reddish Brown and Tan CLAYEY SAND
13 115
Min. 95
-2 to +2
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift Location
No
(pcf)
Moisture Density
1361
12TH BLDG. PAD 17 GRID POINT U.4-8.2 (S. SITE GRID)
5
103.7
20.8
97.7
1362
13TH BLDG. PAD 17 GRID POINT U.1-8.4 (S, SITE GRID)
5
101.3
21.2
95.5
1363
12TH BLDG. PAD 17 GRID POINT U.6-9-3 (S. SITE GRID)
5
99.4
21-5
93-7
1364
13TH BLDG. PAD 17 GRID POINT U.4-9 (S. SITE GRID)
5
99.8
21
94.1
1365
SG BLDG. PAD 19 GRID POINT 0.7-36.1 (N. SITE GRID)
4
91 2
27.4
94.2
1366
SG BLDG. PAD 19 GRID POINT N.6-36.5 (N- SITE GRID)
4
90.2
27.8
93.2
1367
IST BLDG. PAD 19 GRID POINT 0.4-36.4 (N- SITE GRID)
3
96.8
23.3
93.9
1368
2ND BLDG. PAD 19 GRID POINT N-36.1 (N. SITE GRID)
1
98.7
22.9
93.6
1369
3RD BLDG. PAD 19 GRID POINT 0.6-36-5 (N. SITE GRID)
3
97.8
23.8
94.9
1370
4TH BLDG. PAD 19 GRID POINT N 7-36.4 (N. SITE GRID)
1
99.3
22.9
94.1
1371
6TH BLDG. PAD 11 GRID POINT W.1-33.3 (N. SITE GRID)
8
110.9
14.9
96.4
1372
7TH BLDG. PAD 11 GRID POINT W,6-33.5 (N. SITE GRID)
8
1099
14.6
95.6
1373
6TH BLDG. PAD 11 GRID POINT V-35.1 (N. SITE GRID)
8
109.8
14.1
95.5
1374
7TH BLDG. PAD 11 GRID POINT V.6-35.4 (N. SITE GRID)
8
109.3
14.3
95
1375
8TH BLDG. PAD 11 GRID POINT W.4-33.1 (N. SITE GRID)
8
110
14.6
95.7
1376
9TH BLDG- PAD 11 GRID POINT W.6-33.5 (N. SITE GRID)
8
109.9
13.5
95.6
1377
8TH BLDG. PAD 11 GRID POINT V-5-35.6 (N SITE GRID)
8
110.3
14.4
95.9
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 Servicer
www.dallasfarfo.com
R,71%02324 I abens Rd. • Dallas, "Texas 7522;
mumm
WA"15 60N0 171:,CAi4'Y'fi, TNKr Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/9/2017
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 -5001 EZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. ILft Location
No.
(pcfi Moisture Density
1378 9TH BLDG PAD 11 GRID POINT V.2-35.7 (N. SITE GRID)
8
109.4 14.8 95.1
1379 10TH BLDG. PAD 11 GRID POINT W.6-33.4 (N SITE GRID)
8
109.8 13.7 95.5
1380 11TH BLDG. PAD 11 GRID POINT V.3-35 1 (N. SITE GRID)
8
110.2 14.2 95.8
1381 12TH BLDG. PAD 11 GRID POINT W-33.3 (N. SITE GRID)
8
110.7 14.8 96.3
1382 13TH BLDG. PAD 11 GRID POINT V.7-35.1 (N. SITE GRID)
8
110.6 14.2 96.2
1383 SG BLDG, PAD 11 GRID POINT U.6-34.8 (N. SITE GRID)
3
96.3 23.3 93.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Farg Consultants, Inc:
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. A
Test locations are referenced using an in-house system and are approximate. de
G y Moore, CET
aterials Tefting DfNfsion
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 Materialf Testing • Environmental Services
www.dallasfar,eo.com