HomeMy WebLinkAboutFargo Consultants, Inc. - 3/21/2017■ ■IT700 2324 Pabens Rd. ' Dallas, Texas 7522;
FAW:n c:nnr=M.: Ary ra, nvo. Tel- 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/21/2017
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
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcf)
Moisture Density
1591
7TH
BLDG PAD 9 GRID POINT R.7-44.7 (N. SITE GRID)
3
97.2
24.9
94.3
1592
8TH
BLDG PAD 9 GRID POINT R 2-44.2 (N. SITE GRID)
3
98.6
23.8
95.6
1593
7TH
BLDG PAD 9 GRID POINT Q.3-45.6 (N. SITE GRID)
3
96.5
25.3
93.6
1594
8TH
BLDG PAD 9 GRID POINT Q-45 7 (N. SITE GRID)
3
96.9
24.4
94
1595
9TH
BLDG- PAD 9 GRID POINT R.1-44.1 (N. SITE GRID)
5
99.8
22.2
94.1
1596
10TH
BLDG. PAD 9 GRID POINT R.7-44.2 (N. SITE GRID)
5
100.8
21.6
95
1597
9TH
BLDG. PAD 9 GRID POINT Q.6-45.6 (N. SITE GRID)
5
99.4
21.8
93.7
1598
10TH
BLDG PAD 9 GRID POINT Q.1-45,1 (N. SITE GRID)
5
99.1
22.1
93-4
1599
11TH
BLDG PAD 9 GRID POINT R-6-44.7 (N. SITE GRID)
3
97.3
24.7
94.4
1600
12TH
BLDG PAD 9 GRID POINT R-44.4 (N. SITE GRID)
3
97.8
24.2
94.9
1601
13TH
BLDG PAD 10 GRID POINT T-1-40-4 (N. SITE GRID)
5
101.3
21.1
95.5
1602
13TH
BLDG PAD 10 GRID POINT T.6-41.6 (N SITE GRID)
5
100.6
20.9
94.8
1603
SG
BLDG PAD 10 GRID POINT R-449.1 (N. SITE GRID)
4
92.4
27.2
95.5
1604
SG
BLDG- PAD 10 GRID POINT R.740 (N. SITE GRID)
4
91.8
26.7
94.8
1605
1ST
BLDG, PAD 10 GRID POINT R.6-40.6 (N. SITE GRID)
3
96.7
24.5
93.8
1606
2ND
BLDG. PAD 10 GRID POINT R 149.4 (N. SITE GRID)
3
96.2
24.8
93.3
1607
3RD
BLDG PAD 10 GRID POINT R 749.1 (N. SITE GRID)
3
96.8
24.3
93.9
1608
4TH
BLDG PAD 10 GRID POINT R 6-40 7 (N SITE GRID)
5
101.2
21.6
95.4
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
r . 0 2324 Fabens Rd. • Dallas, 'Texas 75225
Fancxa oorrsvxrnaimA, zeta, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/21/2017
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. (Lift Location
No.
(pcfi Moisture Density
1609 5TH BLDG, PAD 10 GRID POINT R-40.6 (N. SITE GRID)
5
99.6 22.4 93.9
1610 6TH BLDG. PAD 10 GRID POINT R.7-49 1 (N SITE GRID)
5
100.3 21.9 94.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ansultants, 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.
it Moore, CET
aterials Testing Division
I
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.dallasfar,eo.com