HomeMy WebLinkAboutFargo Consultants, Inc. - 4/12/2017Imo► i 2 2324 Pabens Rd. • Dallas, 'Texas 7522;
rMAGa aorrsvTTAzres..rxo. 1'el. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 4/12/2017
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(11o) Max DD (pcp 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
Field Test
Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcf)
Moisture Density
2009
7TH
BLDG. PAD 6 GRID POINT K.1.40.8 (N. SITE GRID)
3
95.9
25.2
93
2010
8TH
BLDG. PAD 6 GRID POINT K.7-40.1 (N SITE GRID)
3
96.8
24,4
93.9
2011
7TH
BLDG. PAD 6 GRID POINT J.641 5 (N. SITE GRID)
3
96.4
24.9
93.5
2012
8TH
BLDG. PAD 6 GRID POINT J.2-41 2 (N. SITE GRID)
3
96.1
24.6
93.2
2013
9TH
BLDG PAD 6 GRID POINT K-40.7 (N. SITE GRID)
3
95.9
25.1
93
2014
10TH
BLDG. PAD 6 GRID POINT K.1-404 (N. SITE GRID)
3
96.8
24.2
93.9
2015
9TH
BLDG PAD 6 GRID POINT J.6-41.9 (N. SITE GRID)
3
96.3
24.8
93.4
2016
10TH
BLDG. PAD 6 GRID POINT J 1-41.5 (N. SITE GRID)
3
96.1
24.6
93.2
2017
11TH
BLDG. PAD 6 GRID POINT K.6-40.6 (N. SITE GRID)
3
97.9
23.7
95
2018
12TH
BLDG- PAD 6 GRID POINT K.1-40.4 (N. SITE GRID)
3
98.2
23.4
95.2
2019
11TH
BLDG. PAD 6 GRID POINT J-41 5 (N SITE GRID)
3
97.6
23.3
94.7
2020
12TH
BLDG. PAD 6 GRID POINT J."I 4 (N. SITE GRID)
3
96.9
23.8
94
2021
13TH
BLDG. PAD 6 GRID POINT J.141.9 (N. SITE GRID)
1
99.6
23
94.4
2022
13TH
BLDG. PAD 6 GRID POINT K.640.1 (N. SITE GRID)
1
99.4
22.9
94.2
2023
12TH
BLDG. PAD 3 GRID POINT M.7-48 (S. SITE GRID)
4
90.8
272
93.8
2024
13TH
BLDG. PAD 3 GRID POINT M.3-48.7 (S. SITE GRID)
1
98.3
23.4
93.2
2025
12TH
BLDG PAD 3 GRID POINT K.148.1 (S. SITE GRID)
4
91.6
26.8
94.6
2026
13TH
BLDG PAD 3 GRID POINT K-48.6. (S. SITE GRID)
1
98.6
23
93.5
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. 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 Testing • Environmental Services
www.dallasfarFo.com
F87002324 Pabcns Rd. • 17a11as,.Tcxas 7522;
rartnaCON x;VLTANTS, xrrc. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 4/12/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, 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
2027 SG BLDG. PAD 3 GRID POINT L.6-50.7 (S. SITE GRID) 4 92.1 26.9 95.1
2028 SG BLDG. PAD 3 GRID POINT M.1-50.5 (S. SITE GRID) 4 93.7 26.6 96.8
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Const tants, 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.
A�
G ry Moore, CET
aterials 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.dallai-farko.com