HomeMy WebLinkAboutFargo Consultants, Inc. - 2/18/2017, KO
Fh7tRiq Cofv ~: Ux:rA'N7fi. INC.
2324 Pabens Rd. - Dallas, Texas 7522;
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 2/18/2017
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.
/Lift
Location
No
(pc -0
Moisture
Density
899
8TH
BLDG. PAD 17 GRID POINT K.2-14 (S. SITE GRID)
5
99.9
21.2
94.2
900
8TH
BLDG, PAD 17 GRID POINT L.4-14.3 (S. SITE GRID)
5
99.8
22.9
94.1
901
9TH
BLDG. PAD 17 GRID POINT K.3-14.4 (S. SITE GRID)
3
99.5
23.4
96.5
902
10TH
BLDG, PAD 17 GRID POINT K.1-14.7 (S. SITE GRID)
3
98.1
24.2
952
903
9TH
BLDG. PAD 17 GRID POINT L.3-142 (S. SITE GRID)
3
97.1
24.8
94.2
904
10TH
BLDG, PAD 17 GRID POINT L.414.3 (S SITE GRID)
3
96.9
24.6
94
905
11TH
BLDG. PAD 17 GRID POINT K.6-14.1 (S. SITE GRID)
5
98.7
22.8
93
906
12TH
BLDG. PAD 17 GRID POINT K.1-14.7 (S SITE GRID)
3
96.2
23.8
93.3
907
11TH
BLDG, PAD 17 GRID POINT L.7-14.1 (S. SITE GRID)
5
100.3
21.3
94.5
908
12TH
BLDG. PAD 17 GRID POINT L.3-14.3 (S. SITE GRID)
3
96.5
23.3
93.6
909
13TH
BLDG. PAD 17 GRID POINT K 1-14 7 (S. SITE GRID)
5
101.4
21.8
95.6
910
13TH
BLDG. PAD 17 GRID POINT K.3-14 1 (S. SITE GRID)
5
102.2
22.3
96.3
911
3RD
BLDG. PAD 14 GRID POINT W.5-20.3 (N. SITE GRID)
5
100.9
21.1
95.1
912
4TH
BLDG. PAD 14 GRID POINT W.4-20 4 (N SITE GRID)
3
97.9
23.9
95
913
31RD
BLDG. PAD 14 GRID POINT V.1-21.1 (N SITE GRID)
5
100.4
21.5
94.6
914
4TH
BLDG. PAD 14 GRID POINT V.3-21.5 (N. SITE GRID)
5
99.6
22.5
93.9
915
5TH
BLDG. PAD 14 GRID POINT W.7-20.4 (N. SITE GRID)
5
100.7
21.7
94.9
916
5TH
BLDG, PAD 14 GRID POINT V.1-21.9 (N. SITE GRID)
3
96.9
24.5
94
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.
Gevtechraicul Engineering • Construction Materials Testilag •Environmental Servicer
www.dallasfarffo.com
■ ■o_700 2324 Fabens Rd. • Dallas, Texas 7522;
FAnGo com;su3,XALi1r$, MC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 2/18/2017
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 -5001 EZ
Probe Depth:8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. ILift Location
No.
(pct Moisture Density
917 6TH BLDG. PAD 14 GRID POINT V.3-21.6 (N SITE GRID)
3
97.6 23.6 94.7
918 6TH BLDG PAD 14 GRID POINT W.7-20.7 (N. SITE GRID)
3
96.7 23.8 93.8
919 7TH BLDG. PAD 14 GRID POINT W.4-20.4 (N. SITE GRID)
3
96.6 24.8 93.7
920 7TH BLDG. PAD 14 GRID POINT V.1-21.7 (N. SITE GRID)
3
96.1 24.4 93.2
921 8TH BLDG. PAD 14 GRID POINT W.3-20 3 (N, SITE GRID)
3
98.9 24.5 95.9
922 8TH BLDG. PAD 14 GRID POINT V.1-21.4 (N. SITE GRID)
3
99.3 24.2 96.3
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo C Fzsullaj4v, 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.
gre, CET
?'6.0.
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.dallas[ar,eo.com