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2324 Fabens 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: 2/7/2017
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
No. /Lift
659 FG
660 FG
661 FG
662 FG
663 FG
664 SG
665 SG
666 SG
667 SG
668 1ST
669 1ST
670 2ND
671 2ND
672 3RD
673 3RD
674 SG
675 SG
Location
BLDG. PAD 2 GRID POINT K-35 (S. SITE GRID)
BLDG. PAD 2 GRID POINT M-36 (S. SITE GRID)
BLDG. PAD 2 GRID POINT K.5-39.5 (S. SITE GRID)
BLDG. PAD 2 GRID POINT L-42 (S. SITE GRID)
BLDG. PAD 2 GRID POINT J.8-42.7 (S. SITE GRID)
BLDG, PAD 12 GRID POINT H-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT H-31 (N SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG PAD 12 GRID POINT K-31 (N SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
BLDG. PAD 13 GRID POINT H-21 (N. SITE GRID)
BLDG. PAD 13 GRID POINT H-23 (N. SITE GRID)
Proctor DryDensity
No
Moisture -Density Relations
7
108.6
7
Proctor No.
Material Description Opt. MC(01o) 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
7
Brown CLAYEY SAND - Select Fill 14.3
114
Min. 95
-2 to +2
98.7
Field Test Results
98.9
1
98.2
Test Elevation
No. /Lift
659 FG
660 FG
661 FG
662 FG
663 FG
664 SG
665 SG
666 SG
667 SG
668 1ST
669 1ST
670 2ND
671 2ND
672 3RD
673 3RD
674 SG
675 SG
Location
BLDG. PAD 2 GRID POINT K-35 (S. SITE GRID)
BLDG. PAD 2 GRID POINT M-36 (S. SITE GRID)
BLDG. PAD 2 GRID POINT K.5-39.5 (S. SITE GRID)
BLDG. PAD 2 GRID POINT L-42 (S. SITE GRID)
BLDG. PAD 2 GRID POINT J.8-42.7 (S. SITE GRID)
BLDG, PAD 12 GRID POINT H-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT H-31 (N SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG PAD 12 GRID POINT K-31 (N SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-29 (N. SITE GRID)
BLDG. PAD 12 GRID POINT K-31 (N. SITE GRID)
BLDG. PAD 13 GRID POINT H-21 (N. SITE GRID)
BLDG. PAD 13 GRID POINT H-23 (N. SITE GRID)
Proctor DryDensity
No
(pcfi
7
108.6
7
108.8
7
108.5
7
108.6
7
108.4
3
97.1
3
97.3
4
91
4
91,2
1
99.7
1
99.6
3
96.2
3
96.3
1
98.7
1
98.9
1
98.2
1
98.4
Percent Percent
Moisture Density
13.8
95.3
13.9
95.4
14
95.2
13.9
95.3
14.1
95.1
23.4
94.2
24
94.4
26.8
94
26.7
94.2
23.1
94.5
23.3
94.4
23.5
93.3
23.6
93.4
23.2
93.6
23.1
93.7
23
93.1
23.2
93.3
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
C".".202324 Fabcns Rd. • Dallas.'I'cxas 7522;S
g'nncao a019svxrgxTs, TWO 'rel. 214-352-4100 Fax. 214-352-4817
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 2/7/2017
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. (Lift Location
No.
(pcfi Moisture Density
676 SG BLDG. PAD 13 GRID POINT K-21 (N. SITE GRID)
4
92.4 26.7 95.5
677 SG BLDG. PAD 13 GRID POINT K-23 (N. SITE GRID)
4
92.1 26.6 95.1
678 1ST BLDG. PAD 13 GRID POINT K-21 (N. SITE GRID)
3
96.5 23.6 93.6
679 1ST BLDG, PAD 13 GRID POINT K-23 (N. SITE GRID)
3
96.7 23.4 93.8
680 2ND BLDG. PAD 13 GRID POINT K-21 (N. SITE GRID)
1
99.3 23 94.1
681 2ND BLDG. PAD 13 GRID POINT K-23 (N. SITE GRID)
1
99.2 23.1 94
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
ts, Ina
Fargo orel�
Test locations are referenced using an in-house system and are approximate.
.
GaMoore, 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.dalla.rfarffo.com