HomeMy WebLinkAboutFargo Consultants, Inc. - 3/25/2017 (2)F" 1.aio f'n__N_KA FE'I":, fN0
2324 Fabens Rd. - Dallas,'rexas 7522:
'rel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Pagel of
Tested For: JLB Partners, LP Date Performed: 3/25/2017
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
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
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
(pcfi
Moisture Density
1636
1ST
BLDG PAD 16 GRID POINT Z.5-14 4 (S. SITE GRID)
5
99.3
21.9
93.6
1637
1ST
BLDG PAD 16 GRID POINT Y 5-14 6 (S. SITE GRID)
5
101.3
22
95.5
1638
2ND
BLDG PAD 16 GRID POINT Z 1-14 5 (S. SITE GRID)
5
100
22.6
943
1639
2ND
BLDG PAD 16 GRID POINT Y 7-14.7 (S SITE GRID)
5
100.5
21.3
94.7
1640
3RD
BLDG. PAD 16 GRID POINT Z 6-14.4 (S SITE GRID)
4
91.3
27.4
94.3
1641
3RD
BLDG PAD 16 GRID POINT Y.1-14 6 (S. SITE GRID)
4
92.3
28.1
95.4
1642
4TH
BLDG PAD 16 GRID POINT Z 6-14.1 (S SITE GRID)
4
90.5
26.9
93.5
1643
4TH
BLDG PAD 16 GRID POINT Y.4-14.5 (S. SITE GRID)
5
99.9
21.3
94.2
1644
5TH
BLDG PAD 16 GRID POINT Z.1-14 1 (S. SITE GRID)
5
102
23
96.1
1645
5TH
BLDG PAD 16 GRID POINT Y.6-14 9 (S. SITE GRID)
5
100.2
22.4
94.4
1646
6TH
BLDG PAD 16 GRID POINT Z 1-14.7 (S. SITE GRID)
4
91.9
27.9
94.9
1647
6TH
BLDG PAD 16 GRID POINT Y.6-14.4 (S. SITE GRID)
4
923
27.3
95.4
1648
7TH
BLDG PAD 16 GRID POINT Z.7-14.1 (S. SITE GRID)
4
90.9
28.4
93.9
1649
7TH
BLDG PAD 16 GRID POINT Y 6-14.1 (S. SITE GRID)
4
91.3
28.9
94.3
1650
8TH
BLDG PAD 16 GRID POINTY 1-14.5 (S. SITE GRID)
5
99.9
22
942
1651
8TH
BLDG. PAD 16 GRID POINT Z.1-14.6 (S. SITE GRID)
5
100.2
21.8
94.4
1652
9TH
BLDG. PAD 16 GRID POINT Z.7-14.5 (S SITE GRID)
5
99.3
23
93.6
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. fest 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.dallai-farffo.com
ty AGO 2324 Fabens Rd. • Dallas, Texas 7522:
rArxra CONSULTANTS, INC. Tel. 214-352-4100 Pax. 214-352-4811
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
REPORT OF FIELD COMPACTION
Page 2 of
Tested For: JLB Partners, LP
Date Performed: 3/25/2017
Project Name:
Grapevine Bluff Apartments
Fargo Job No. M16-4962
Gra . evine, 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.
(Lift
Location
No.
(pcfi
Moisture
Density
1653
9TH
BLDG. PAD 16 GRID POINT Y.5-14.7 (S. SITE GRID)
5
101.3
22.4
95.5
1654
10TH
BLDG. PAD 16 GRID POINT Z.6-14 IS. SITE GRID)
4
92.5
27.2
95.6
1655
10TH
BLDG. PAD 16 GRID POINT Y.2-14.4 (S. SITE GRID)
4
91.4
26.8
94.4
1656
1ST
BLDG. PAD 8 GRID POINT M.5-47.7 (N. SITE GRID)
1
99.9
23.9
94.7
1657
1ST
BLDG. PAD 8 GRID POINT M.7-48.5 (N. SITE GRID)
1
102.1
24.6
96.8
1658
2ND
BLDG. PAD 8 GRID POINT N.2-48.6 (N. SITE GRID)
3
96.3
24.5
93.4
1659
2ND
BLDG_ PAD 8 GRID POINT M.5-48.4 (N. SITE GRID)
3
97.2
25.5
94.3
1660
3RD
BLDG. PAD 8 GRID POINT N.6-48.1 (N. SITE GRID)
3
96.5
26.1
93.6
1661
3RD
BLDG, PAD 8 GRID POINT M.4-48.7 (N. SITE GRID)
3
97.5
23.9
94.6
1662
4TH
BLDG_ PAD 8 GRID POINT M.9-47.7 (N. SITE GRID)
1
102.1
24
96.8
1663
4TH
BLDG. PAD 8 GRID POINT M.4-48.3 (N SITE GRID)
1
99.5
23.3
94.3
1664
5TH
BLDG. PAD 8 GRID POINT N.1-48.1 (N, SITE GRID)
1
98.7
29.5
93.6
1665
5TH
BLDG, PAD 8 GRID POINT M.7-47.7 (N. SITE GRID)
1
100.3
25.3
95.1
1666
6TH
BLDG. PAD 8 GRID POINT M.5-47.6 (N. SITE GRID)
3
96.4
25.9
93.5
1667
6TH
BLDG. PAD 8 GRID POINT N.1-48.1 (N. SITE GRID)
3
96.9
24.7
94
1668
7TH
BLDG. PAD 8 GRID POINT M.3-48.7 (N. SITE GRID)
3
97.3
26.3
94.4
1669
7TH
BLDG. PAD 8 GRID POINT N-48.5.2 (N. SITE GRID)
3
96.5
25.2
93.6
1670
8TH
BLDG. PAD 8 GRID POINT M.4-47.7 (N. SITE GRID)
1
99.3
23.9
94.1
1671
8TH
BLDG. PAD 8 GRID POINT N.1-48 (N. SITE GRID)
1
100.3
25.1
95.1
1672
9TH
BLDG. PAD 8 GRID POINT M.9-48.5 (N. SITE GRID)
1
101.2
26.3
95.9
1673
9TH
BLDG. PAD 8 GRID POINT N.1-48.1 (N. SITE GRID)
1
101.9
25.4
96.6
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 Services
www.dalla.rfarffo.com
V 0
FARC46 600b VI. WT8, TN4
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
Page 3 of 3
Date Performed: 3/25/2017
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 9onsuffents, Inc.
GyYMfET
arorials 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.dallasfar,eo.com