HomeMy WebLinkAboutFargo Consultants, Inc. - 2/16/2017i ■ �O 2324 Fabcns Rd- • Dallas . Texas 75225
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REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 2/16/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M 16-4962
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. MQ0%) Max DD (pcfl 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
(pcf)
Moisture Density
852
6TH
BLDG. PAD 12 GRID POINT Q.3-31.7 (N. SITE GRID)
1
101.4
23.1
96.1
853
7TH
BLDG. PAD 12 GRID POINT Q 4-31 (N SITE GRID)
5
102.1
21.3
962
854
6TH
BLDG. PAD 12 GRID POINT Q.1-281 (N SITE GRID)
1
101.6
23.3
963
855
7TH
BLDG. PAD 12 GRID POINT Q.3-28.5 (N SITE GRID)
3
99.8
24.2
96.8
856
8TH
BLDG. PAD 12 GRID POINT Q.7-31.9 (N. SITE GRID)
5
102.3
21.1
96.4
857
9TH
BLDG. PAD 12 GRID POINT Q.3-31.6 (N. SITE GRID)
5
99.4
23.2
93.7
858
8TH
BLDG PAD 12 GRID POINT Q.5-28.4 (N. SITE GRID)
3
98.9
235
95.9
859
9TH
BLDG. PAD 12 GRID POINT Q.1-28.4 (N. SITE GRID)
5
102.8
21.6
96.9
860
11TH
BLDG. PAD 12 GRID POINT Q.7-31.6 (N. SITE GRID)
5
100.8
21.4
95
861
10TH
BLDG PAD 12 GRID POINT Q,3-28.7 (N. SITE GRID)
5
101.1
21
95.3
862
10TH
BLDG. PAD 12 GRID POINT Q.1-31.7 (N. SITE GRID)
5
101.9
21.8
96
863
11TH
BLDG. PAD 12 GRID POINT 0.7-28 1 (N SITE GRID)
5
1005
21.9
94.7
864
SG
BLDG PAD 13 GRID POINT Q.3-21.7 (N. SITE GRID)
3
96.9
23.9
94
865
1ST
BLDG. PAD 13 GRID POINT Q.1-23.6 (N. SITE GRID)
5
98.7
21.4
93
866
2ND
BLDG. PAD 13 GRID POINT Q.7-22 (N. SITE GRID)
5
99.2
22.7
93.5
867
3RD
BLDG. PAD 13 GRID POINT Q.3-23.6 (N. SITE GRID)
5
101.2
21.8
95.4
868
4TH
BLDG, PAD 13 GRID POINT Q.7-21.4 (N. SITE GRID)
5
99.2
21.6
93.5
869
5TH
BLDG. PAD 13 GRID POINT Q-23 (N. SITE GRID)
5
98.7
21.4
93
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 Semices
www.dallasfamo.com
2324 Pabens Rd. - Dallas Texas 7522:
�anesoaanrsvi rnxrs,.ztrc Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 2/16/2017
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. IL ft Location
No.
(pcfi Moisture Density
870 6TH BLDG. PAD 13 GRID POINT Q.1-22.4 (N. SITE GRID)
3
97.2 23.9 94.3
871 7TH BLDG. PAD 13 GRID POINT Q.3-216 IN SITE GRID)
5
101.4 21.2 95.6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo 11s7 t Is, 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. 1_1e'
G Moore, CET
i 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 Servicer
www.dallasfarpo.com