HomeMy WebLinkAboutFargo Consultants, Inc. - 2/10/20172324 Pabcns Rd. • Dallas 'l Texas 7522:
mVcc) 1gSU >ra'Nrs, INC. Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 2/10/2017
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
Geotechnical Engineering • Construction Materials Testing • Environmental Services
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Moisture -Density Relations
Proctor No.
Material Description Opt. MC(Yo) 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(P Ci)
Moisture Density
748
13TH
BLDG. PAD 12 GRID POINT K-29-1 (N- SITE GRID)
1
98.2
23.9
93.1
749
13TH
BLDG. PAD 12 GRID POINT K.3-31.4 (N. SITE GRID)
1
99
23.7
93.8
750
SG
BLDG, PAD 13 GRID POINT 0.4-21.4 (N. SITE GRID)
4
92.1
26.4
95.1
751
SG
BLDG. PAD 13 GRID POINT 0.2-24.6 (N. SITE GRID)
4
92.3
26.5
95.4
752
7TH
BLDG- PAD 12 GRID POINT M.4-29.4 (N. SITE GRID)
4
92.4
26.8
95,5
753
7TH
BLDG. PAD 12 GRID POINT M.3-31 (N. SITE GRID)
4
92.3
26.4
95.4
754
8TH
BLDG. PAD 12 GRID POINT M.1-29,7 (N SITE GRID)
4
92.2
26.5
95.2
755
8TH
BLDG- PAD 12 GRID POINT M.5-31.6 (N. SITE GRID)
4
92.3
26.6
95.4
756
9TH
BLDG. PAD 12 GRID POINT M.1-29.4 (N. SITE GRID)
3
96.7
23.5
93.8
757
9TH
BLDG- PAD 12 GRID POINT M.4-31.6 (N SITE GRID)
3
96.8
23.4
93.9
758
10TH
BLDG- PAD 12 GRID POINT M.6-29.4 (N SITE GRID)
1
99.2
23.1
94
759
10TH
BLDG. PAD 12 GRID POINT M-31.1 (N. SITE GRID)
1
99
23.2
93.8
760
11TH
BLDG. PAD 12 GRID POINT M.1-29,7 (N. SITE GRID)
4
92.3
26.7
95.4
761
11TH
BLDG- PAD 12 GRID POINT M.5-31.1 (N. SITE GRID)
4
92.4
26.6
95.5
762
12TH
BLDG. PAD 12 GRID POINT M.8-29.6 (N. SITE GRID)
1
99.4
22.9
94.2
763
12TH
BLDG. PAD 12 GRID POINT M.3-31.7 (N. SITE GRID)
1
99.1
23.1
93.9
764
13TH
BLDG. PAD 12 GRID POINT M.1-29 (N. SITE GRID)
3
97.4
23.6
94.5
765
13TH
BLDG, PAD 12 GRID POINT M.6-31.7 (N. SITE GRID)
3
97.7
23.4
94.8
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
2324 Fabcns Rd. • Dallas, Tc\as 75225
ray.do CON turraxTs, rpll�. Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ans
Fargo Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. 4
Test locations are referenced using an in-house system and are approximate. [ L�e�e
G Moore, CET
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 Services
www.dallasfarffo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB
Partners, LP
Date Performed: 2/10/2017
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
(Lift
Location
No.
(pcf)
Moisture Density
No.
766
6TH
BLDG. PAD 13 GRID POINT M.1-21.4 (N. SITE GRID)
4
93.9
26.5
97
767
6TH
BLDG. PAD 13 GRID POINT M.7-23.1 (N. SITE GRID)
4
93.7
26.4
96.8
768
7TH
BLDG. PAD 13 GRID POINT M.6-21.7 (N. SITE GRID)
1
99.2
23.1
94
769
7TH
BLDG. PAD 13 GRID POINT M.1-23.6 (N. SITE GRID)
1
99.4
23
94.2
770
8TH
BLDG. PAD 13 GRID POINT M.7-21.4 (N. SITE GRID)
3
97.1
23.5
94.2
771
8TH
BLDG. PAD 13 GRID POINT M.6-23.7 (N. SITE GRID)
3
97.2
23.7
94.3
772
9TH
BLDG. PAD 13 GRID POINT M.1-21.3 (N. SITE GRID)
1
98.9
23
93.7
773
9TH
BLDG. PAD 13 GRID POINT M.6-23.4 (N. SITE GRID)
1
99.1
22.9
93.9
774
10TH
BLDG. PAD 13 GRID POINT M.6-21.1 (N. SITE GRID)
1
99.6
22.9
94.4
775
10TH
BLDG. PAD 13 GRID POINT M.7-23.1 (N. SITE GRID)
1
99.3
23.1
94.1
776
11TH
BLDG. PAD 13 GRID POINT M.1-21.7 (N. SITE GRID)
4
92.7
26.5
95.8
777
11TH
BLDG. PAD 13 GRID POINT M.6-23.6 (N. SITE GRID)
4
92.5
26.4
95.6
778
12TH
BLDG. PAD 13 GRID POINT M.1-21 (N. SITE GRID)
3
96.8
23.5
93.9
779
12TH
BLDG. PAD 13 GRID POINT M-23.1 (N. SITE GRID)
3
96.9
23.6
94
780
13TH
BLDG. PAD 13 GRID POINT M.7-21.1 (N. SITE GRID)
1
99.8
23
94.6
781
13TH
BLDG. PAD 13 GRID POINT M.6-23 (N. SITE GRID)
1
99.6
23.1
94.4
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ans
Fargo Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. 4
Test locations are referenced using an in-house system and are approximate. [ L�e�e
G Moore, CET
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 Services
www.dallasfarffo.com