HomeMy WebLinkAboutFargo Consultants, Inc. - 3/27/2017a?c 2324 Pabens Rd.
nDallas Texas 7522;
uaao CGVATiZ,TANRB, rHv. 'Fel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/27/2017
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
5
Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix)
16.8 106.1
93 to 98
at least +4
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
(P Cf)
Moisture Density
1674
10TH BLDG. PAD 8 GRID POINT M 5-47.6 (N. SITE GRID)
4
92.2
26.8
95.2
1675
10TH BLDG. PAD 8 GRID POINT N.1-48.1 (N. SITE GRID)
4
91
26.9
94
1676
11TH BLDG. PAD 8 GRID POINT M 3-487 (N. SITE GRID)
4
92.8
27
95.9
1677
11TH BLDG. PAD 8 GRID POINT N-48.5 2 (N SITE GRID)
4
93
27.1
96.1
1678
12TH BLDG. PAD 8 GRID POINT M_4-47.7 (N. SITE GRID)
1
100.6
23.2
95.4
1679
12TH BLDG. PAD 8 GRID POINT N.1-48 (N. SITE GRID)
1
101
23
95.7
1680
13TH BLDG. PAD 8 GRID POINT M.9-48.5 (N. SITE GRID)
1
99.2
23.8
94
1681
13TH BLDG. PAD 8 GRID POINT N,148.1 (N. SITE GRID)
1
99
23.7
93.8
1682
10TH BLDG. PAD 16 GRID POINT Z.6-14 (S, SITE GRID)
1
100.3
23.6
95.1
1683
10TH BLDG. PAD 16 GRID POINT Y-14.5 (S. SITE GRID)
1
100
24.1
94.8
1684
11TH BLDG. PAD 16 GRID POINT Z.6-14 (S. SITE GRID)
1
101
24
95.7
1685
11TH BLDG. PAD 16 POINT Y-14.5 (S, SITE GRID)
1
99.6
23.8
94.4
1686
12TH BLDG. PAD 16 GRID POINT Z.6-14 (S. SITE GRID)
1
100.4
24.1
95.2
1687
12TH BLDG. PAD 16 GRID POINT Y-14.5 (S. SITE GRID)
1
101.4
23.5
96.1
1688
13TH BLDG. PAD 16 GRID POINT Z.4.6-14 (S, SITE GRID)
1
1008
23.8
95.5
1689
13TH BLDG. PAD 16 GRID POINT Y-14.5 (S. SITE GRID)
1
100.8
23.3
95.5
1690
SG BLDG. PAD 16 GRID POINT Y-16.2 (S, SITE GRID)
4
91.2
27.5
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 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
C7 2324 habens Rd. Dallas Texas 7522;
FAnGO CONSUETANTs, MC. 'rel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/27/2017
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
1691 1ST BLDG. PAD 16 GRID POINT Y.1-16.5 (S. SITE GRID)
3
97.1 23.8
94.2
1692 2ND BLDG. PAD 16 GRID POINT Y.5-16.1 (S. SITE GRID)
3
96.8 24.1
93.9
1693 3RD BLDG. PAD 16 GRID POINT Y.4-16.6 (S. SITE GRID)
1
98.3 23.6
93.2
1694 4TH BLDG. PAD 16 GRID POINT Y.616.7 (S. SITE GRID)
1
994 23.1
94.2
1695 5TH BLDG. PAD 16 GRID POINT Y.7-16,1 (S. SITE GRID)
1
101.1 22.9
95.8
1696 SG BLDG, PAD 8 GRID POINT 0.6-49.7 (N. SITE GRID)
3
96.2 27.5
93.3
1697 1ST BLDG. PAD 8 GRID POINT 0.7-49.2 (N. SITE GRID)
3
96.6 24
93.7
1698 2ND BLDG. PAD 8 GRID POINT 0.6-49.6 (N. SITE GRID)
3
96.8 24.6
93.9
1699 3RD BLDG. PAD 8 GRID POINT 0.1-49.9 (N. SITE GRID)
3
97 24.4
94.1
1700 4TH BLDG. PAD 8 GRID POINT 0.6-49 (N. SITE GRID)
3
97.5 23.7
94.6
1701 5TH BLDG. PAD 8 GRID POINT 0.7-49.1 (N. SITE GRID)
5
98.7 23.1
93
1702 FG BLDG. PAD 19 GRID POINT 0,1-36.8 (N. SITE GRID)
7
109.6 14.9
96.1
1703 FG BLDG. PAD 19 GRID POINT N.5-374 (N. SITE GRID)
7
109.3 15.3
95.9
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Farg9lCoUsUllalits, 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.
X11W
Ga Moore, CET
atcrials 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 sirrlar 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 • Conslruclion Malerials Tesling • Environmental Servic•es
www.dallasfarffo.com