HomeMy WebLinkAboutFargo Consultants, Inc. - 4/7/2017 (2)A�7,70 2324 Fabens Rd. - Dallas, Texas 75225
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REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 4/7/2017
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcfi
Moisture
Density
1906
3RD
BLDG. PAD 3 GRID POINT L.7-46.4 (S. SITE GRID)
3
95.9
24.9
93
1907
4TH
BLDG. PAD 3 GRID POINT L.1-46.6 (S. SITE GRID)
3
96.2
24.4
93.3
1908
3RD
BLDG. PAD 3 GRID POINT L.6-45.9 (S. SITE GRID)
3
96.3
24.7
93.4
1909
4TH
BLDG. PAD 3 GRID POINT L.1-45.5 (S. SITE GRID)
3
97
24
94.1
1910
5TH
BLDG, PAD 3 GRID POINT L.3-46.1 (S. SITE GRID)
3
96.5
24.3
93.6
1911
6TH
BLDG, PAD 3 GRID POINT L,1-46.7 (S. SITE GRID)
3
97
24.9
94.1
1912
5TH
BLDG. PAD 3 GRID POINT L.6-45.5 (S. SITE GRID)
3
96.1
24.1
93.2
1913
6TH
BLDG, PAD 3 GRID POINT L7-45.4 (S. SITE GRID)
3
96.7
24.3
93.8
1914
7TH
BLDG. PAD 3 GRID POINT L.5-46.1 (S. SITE GRID)
4
90
27.1
93
1915
8TH
BLDG. PAD 3 GRID POINT L 1-46..6 (S. SITE GRID)
4
90.7
27.4
93.7
1916
7TH
BLDG. PAD 3 GRID POINT L.6-45.7 (S. SITE GRID)
4
92.6
26.8
95.7
1917
8TH
BLDG. PAD 3 GRID POINT L-45.6 (S. SITE GRID)
3
96.2
24.7
93.3
1918
9TH
BLDG. PAD 3 GRID POINT L.7-46.6 (S. SITE GRID)
3
96.8
24.2
93.9
1919
10TH
BLDG. PAD 3 GRID POINT 1.346.7 (S_ SITE GRID)
4
92.9
26.4
96
1920
9TH
BLDG. PAD 3 GRID POINT L.1-45.4 (S. SITE GRID)
3
96
24.6
93.1
1921
10TH
BLDG. PAD 3 GRID POINT L-45 (S. SITE GRID)
3
96.3
24.5
93.4
1922
SG
BLDG, PAD 6 GRID POINT L.6-42.6 (N, SITE GRID)
3
95.9
24.9
93
1923
SG
BLDG. PAD 6 GRID POINT M-41 (N. SITE GRID)
3
96.2
24.7
93.3
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.dallasfarFo.com
FWCgo
rAROO 00NSUT7'A TITS. INC
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • 17allas, Texas 7522:
'Yel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 4/7/2017
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
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk(*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Respectfully Submitted,
Fargo C.Onsult, fr nis, Inc.
Moore, CET
rials 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.dalla,rfarffo.com