HomeMy WebLinkAboutFargo Consultants, Inc. - 3/22/2017Lf�aGO
A^ 2324 Fabens Rd. • Dallas, Texas 75225
rnxusn Cbxgvr rAtr'crc. tnrC: i'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 3/22/2017
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) May- DD (pcj) 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
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
(pcfi
Moisture
Density
1611
13TH
BLDG. PAD 9 GRID POINT R.8-44.4 (N. SITE GRID)
1
98.8
22.9
93.6
1612
13TH
BLDG. PAD 9 GRID POINT Q-45 (N. SITE GRID)
3
98.6
23.3
95.6
1613
SG
BLDG, PAD 9 GRID POINT P.6-44.6 (N SITE GRID)
1
99.9
23.5
94.7
1614
1ST
BLDG. PAD 9 GRID POINT P.444.7 (N. SITE GRID)
5
101.4
21.8
95.6
1615
2ND
BLDG. PAD 9 GRID POINT P.644.4 (N. SITE GRID)
5
102.2
22.1
96.3
1616
3RD
BLDG. PAD 9 GRID POINT P-44.6 (N. SITE GRID)
5
100.9
21.6
95.1
1617
4TH
BLDG. PAD 9 GRID POINT P.144.1 (N. SITE GRID)
1
99.5
24.2
94.3
1618
5TH
BLDG, PAD 9 GRID POINT P.644,9 (N. SITE GRID)
3
98.4
23.3
95.4
1619
6TH
BLDG. PAD 9 GRID POINT P.1-44.2 (N. SITE GRID)
5
100.3
22.2
94.5
1620
7TH
BLDG. PAD 9 GRID POINT P.7-44.7 (N. SITE GRID)V
5
100.8
21.1
95
1621
8TH
BLDG, PAD 9 GRID POINT P.644.6 (N. SITE GRID)
5
98.9
23.9
93.2
1622
9TH
BLDG. PAD 9 GRID POINT P-44.1 (N. SITE GRID)
5
99.4
23.5
93.7
1623
7TH
BLDG. PAD 10 GRID POINT R.4-40.1 (N. SITE GRID)
3
97.6
24.8
94.7
1624
8TH
BLDG. PAD 10 GRID POINT R.6-40 (N. SITE GRID)
3
98.4
24.2
95.4
1625
9TH
BLDG. PAD 10 GRID POINT R.4-39,1 (N. SITE GRID)
1
982
23.3
93.1
1626
10TH
BLDG. PAD 10 GRID POINT R 9-39.7 (N. SITE GRID)
5
100.3
21.9
94.5
1627
11TH
BLDG. PAD 10 GRID POINT R.7-40.9 (N. SITE GRID)
3
96.2
25
93.3
1628
12TH
BLDG. PAD 10 GRID POINT R.6-40.6 (N. SITE GRID)
3
97.9
24.8
95
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 Servicer
www.dallasfarFo.com
r 107
F'ARCiDrNC,
2324 Fabens Rd. +'.Dallas Tcxas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page oft
Tested For: JLB Partners, LP
Date Performed: 3/22/2017
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-50OIEZ
Probe Depth:8 Inches
Test Elevation Proctor
DryDensity Percent Percent
No. (Lift Location No.
(Pcf) Moisture Density
1629 13TH BLDG. PAD 10 GRID POINT R.4-40.4 (N. SITE GRID) 1
98.4 23.4 93.3
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo onsultants, lift.
Test result with asterisk(*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
t}+ Moore, CET
Materials 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