HomeMy WebLinkAboutFargo Consultants, Inc. - 2/17/2017 (4)RR300
w 2324 Fabens Rd. • DAllas �Pexas 7522:
rAxtc+n CONSULTANTS, INC 'I el. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 2/17/2017
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. MQ0%) 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
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
872
12TH
BLDG. PAD 12 GRID POINT Q,3-31.2 (N. SITE GRID)
5
99.9
21.7
94.2
873
13TH
BLDG. PAD 12 GRID POINT Q.4-31 (N, SITE GRID)
5
100.8
21.2
95
874
SG
BLDG. PAD 17 GRID POINT K.5-14 4 (S. SITE GRID)
5
99.3
22.2
93.6
875
SG
BLDG. PAD 17 GRID POINT L.5-14.5 (S. SITE GRID)
5
102.1
22
96.2
876
1ST
BLDG. PAD 17 GRID POINT K.9-14.1 (S. SITE GRID)
5
99.6
22.5
93.9
877
2ND
BLDG. PAD 17 GRID POINT K.4-14.6 (S. SITE GRID)
5
99.5
23.1
93.8
878
1ST
BLDG. PAD 17 GRID POINT L.6-14.4 (S. SITE GRID)
5
99.8
22.6
94.1
879
2ND
BLDG. PAD 17 GRID POINT L.4-14.3 (S. SITE GRID)
3
95.9
24.7
93
880
3RD
BLDG. PAD 17 GRID POINT K.6-14.1 (S. SITE GRID)
3
96.1
25
93.2
881
4TH
BLDG. PAD 17 GRID POINT K.6-14 (S. SITE GRID)
4
94
26.4
97.1
882
3RD
BLDG. PAD 17 GRID POINT L.1-14.7 (S. SITE GRID)
4
93.1
26.6
96.2
883
4TH
BLDG. PAD 17 GRID POINT L.6-14.3 (S. SITE GRID)
5
99.5
22,5
93.8
884
5TH
BLDG. PAD 17 GRID POINT K.7-14.7 (S. SITE GRID)
5
98.7
22.8
93
885
6TH
BLDG. PAD 17 GRID POINT K.6-14.4 (S. SITE GRID)
5
102.4
21.4
96.5
886
5TH
BLDG, PAD 17 GRID POINT L.7-14.6 (S. SITE GRID)
3
97.8
24.4
94.9
887
6TH
BLDG. PAD 17 GRID POINT L.6-14 (S. SITE GRID)
5
99.3
22.7
93.6
888
7TH
BLDG. PAD 17 GRID POINT K.6-14.4 (S. SITE GRID)
5
99.6
22.6
93.9
889
7TH
BLDG. PAD 17 GRID POINT L.3-14.6 (S. SITE GRID)
5
100.4
21
94.6
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.dallasfarffo.com
F,53�o 2324 Pabens Rd. • Dallas, Texas 7522;
Fnxua anzrsvTMANT.s.INC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 2/17/2017
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
Test Elevation
Proctor
DryDensity Percent Percent
ILift Location
No.
(Pcfi Moisture Density
No.
890 8TH BLDG. PAD 13 GRID POINT Q.4-21.1 (N. SITE GRID)
5
100.2 23.1 94.4
891 9TH BLDG. PAD 13 GRID POINT Q.7-21.7 (N. SITE GRID)
5
101.4 22.7 95.6
892 11TH BLDG. PAD 13 GRID POINT Q-23.6 (N. SITE GRID)
5
101.8 20.8 95.9
893 12TH BLDG. PAD 13 GRID POINT Q.6-23.4 (N. SITE GRID)
5
101 21.4 95.2
894 13TH BLDG. PAD 13 GRID POINT Q.1-23.7 (N. SITE GRID)
5
100.9 21 95.1
895 1ST BLDG, PAD 14 GRID POINT W.5-20.3 (N. SITE GRID)
5
102.2 21.6 96.3
896 1ST BLDG. PAD 14 GRID POINT V.1-21 (N. SITE GRID)
5
99.5 22.7 93.8
897 2ND BLDG. PAD 14 GRID POINT W.5-20.3 (N. SITE GRID)
5
101.8 20.8 95.9
898 2ND BLDG. PAD 14 GRID POINT V.4-21.1 (N. SITE GRID)
5
99.9 21.9 94.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo rrsu nts, 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.
G Moore, CET
aterials Testing Division
1
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. dallasfarro. cam