HomeMy WebLinkAboutFargo Consultants, Inc. - 2/24/2017 (3)Q2324 Pabens Rd. • Dallas Texas 7522:
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r*� CONSULTANTS. YNc � Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of
Tested For: JLB Partners, LP Date Performed: 2/24/2017
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(%) Mam DD (pc, fl 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
1042
3RD
BLDG, PAD 17 GRID POINT K-9.4 (S. SITE GRID)
3
97.6
23.3
94.7
1043
4TH
BLDG. PAD 17 RID POINT K-9.5 (S. SITE GRID)
3
99.4
23.6
96.4
1044
3RD
BLDG. PAD 17 GRID POINT M.1-9 (S. SITE GRID)
3
97.4
23.5
94.5
1045
4TH
BLDG. PAD 17 GRID POINT M5-9 (S. SITE GRID)
3
97.2
24.1
94.3
1046
5TH
BLDG. PAD 17 GRID POINT K.6-9 (S. SITE GRID)
3
96.9
24.3
94
1047
6TH
BLDG. PAD 17 GRID POINT K-9 (S. SITE GRID)
3
96.6
24
93.7
1048
5TH
BLDG. PAD 17 GRID POINT M.4-9 (S. SITE GRID)
3
98.1
23.6
95.2
1049
6TH
BLDG. PAD 17 GRID POINT M.6-9 (S. SITE GRID)
3
96.8
24,5
93.9
1050
7TH
BLDG, PAD 17 GRID POINT K.1-9 (S. SITE GRID)
3
96.3
24.4
93.4
1051
8TH
BLDG. PAD 17 GRID POINT K.7-9 (S. SITE GRID)
3
95.9
24.5
93
1052
7TH
BLDG. PAD 17 GRID POINT M-9 (S. SITE GRID)
3
96.8
24.3
93.9
1053
8TH
BLDG PAD 17 GRID POINT M.6-9 (S. SITE GRID)
3
97.5
23.6
94.6
1054
9TH
BLDG. PAD 17 GRID POINT K.4-9 (S, SITE GRID)
1
99.2
23
94
1055
10TH
BLDG. PAD 17 GRID POINT K.1-9 (S. SITE GRID)
1
98.9
22.9
93.7
1056
9TH
BLDG, PAD 17 GRID POINT M.6-9 (S. SITE GRID)
3
96
23.9
93.1
1057
10TH
BLDG. PAD 17 GRID POINT M.6-9 (S. SITE GRID)
1
99.3
23.1
94.1
1058
7TH
BLDG. PAD 14 GRID POINT V-17.4 (N. SITE GRID)
5
99.9
21.7
94.2
1059
8TH
BLDG. PAD 14 GRID POINT V.6-17.5 (N. SITE GRID)
1
100.2
23.7
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. 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
F8700 2324 Fabens Rd. • Dnt6s Texas 75225
FaJrcae aoxsv:anerrs, Tiaq. 'rel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 2/24/2017
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. ILft Location No. (pcf) Moisture Density
1060 7TH BLDG. PAD 14 GRID POINT U.1-17.1 (N. SITE GRID) 1 101.6 23 96.3
1061 8TH BLDG. PAD 14 GRID POINT U.717.7 (N. SITE GRID) 1 100.7 23.1 95.5
1062 9TH BLDG. PAD 14 GRID POINT V.6-17,6 (N. SITE GRID) 1 99.5 22.9 94.3
1063 10TH BLDG. PAD 14 GRID POINT V.4-17.1 (N. SITE GRID) 1 100 23.2 94.8
1064 9TH BLDG. PAD 14 GRID POINT U.9-17.7 (N SITE GRID) 1 99.4 22.9 94.2
1065 10TH BLDG. PAD 14 GRID POINT U.5-17.6 (N. SITE GRID) 1 98.7 23.1 93.6
1066 11TH BLDG. PAD 14 GRID POINT V.6-17.1 (N. SITE GRID) 3 99.8 23.4 96.8
1067 11TH BLDG. PAD 14 GRID POINT U-17.7 (N. SITE GRID) 1 99.2 22.9 94
1068 12TH BLDG. PAD 14 GRID POINT V.1-17.6 (N. SITE GRID) 3 97.6 23.7 94.7
1069 12TH BLDG. PAD 14 GRID POINT U.6-17.4 (N. SITE GRID) 1 98.4 23.4 93.3
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsultants, 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. /�Oze4w
Ga Moore, CET
Ga
ials 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