HomeMy WebLinkAboutFargo Consultants, Inc. - 3/17/2017�00
e
TAR00i CA 0AUX TA NTS. Inc.
2324 Fabcns Rd. • Dallas,'1'exas 7522;
'Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 3/17/2017
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
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.
ILift
Location
No
(pcfi
Moisture
Density
1539
9TH
BLDG. PAD 9 GRID POINT S.1-46.4 (N. SITE GRID)
3
97.7
23.5
94.8
1540
10TH
BLDG. PAD 9 GRID POINT S.7-46.9 (N. SITE GRID)
5
99.4
22.2
93.7
1541
9TH
BLDG, PAD 9 GRID POINT S.5-45.1 (N. SITE GRID)
5
99.9
20.9
94.2
1542
10TH
BLDG. PAD 9 GRID POINT S.3-45.4 (N. SITE GRID)
3
98.2
23.3
95.2
1543
11TH
BLDG. PAD 9 GRID POINT S1-46.6 (N. SITE GRID)
5
99.4
21.9
93.7
1544
12TH
BLDG. PAD 9 GRID POINT S_1-46.4 (N. SITE GRID)
3
98.6
23.3
95.6
1545
11TH
BLDG. PAD 9 GRID POINT S.5-45 9 (N SITE GRID)
5
99.1
22
93.4
1546
12TH
BLDG. PAD 9 GRID POINT S.6-45.4 (N. SITE GRID)
5
100.6
21.7
94.8
1547
13TH
BLDG. PAD 9 GRID POINT S.7-46.4 (N. SITE GRID)
5
101.2
21.2
95.4
1548
13TH
BLDG. PAD 9 GRID POINT S.5-45.6 (N. SITE GRID)
5
100.7
20.8
94.9
1549
13TH
BLDG. PAD 9 GRID POINT V.3-41.7 (N. SITE GRID)
3
99.2
235
96.2
1550
13TH
BLDG. PAD 9 GRID POINT U.5-42.1 (N. SITE GRID)
3
98.6
23.3
95.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo gonsuftants, 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��
Ga Moore, CET
A aterials Testing Division
The information and results shown on th s 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.dallasfar,7o.com