HomeMy WebLinkAboutFargo Consultants, Inc. - 4/13/2017F'RIil7P CONElav I.TANTS, xTTCf.
2324 Pabcns Rd. • Dallas, Texas 75225
'1'cl. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 4/13/2017
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
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
(pcfi
Moisture
Density
2029
1ST
BLDG. PAD 3 GRID POINT L.7-50.6 (S. SITE GRID)
4
90.7
26.6
93.7
2030
2ND
BLDG, PAD 3 GRID POINT L.4-50.1 (S. SITE GRID)
4
90.6
27.3
93,6
2031
1ST
BLDG. PAD 3 GRID POINT M-50.1 (S. SITE GRID)
4
91.4
26.9
94.4
2032
2ND
BLDG, PAD 3 GRID POINT M.6-50.7 (S. SITE GRID)
4
90.9
27.1
93.9
2033
3RD
BLDG. PAD 3 GRID POINT L.8-50.2 (S. SITE GRID)
4
92.6
26.4
95.7
2034
4TH
BLDG. PAD 3 GRID POINT L.2-50.4 (S. SITE GRID)
3
97.1
24.8
94.2
2035
3RD
BLDG. PAD 3 GRID POINT M.5-50 8 (S SITE GRID)
4
92.2
26.7
95.2
2036
4TH
BLDG. PAD 3 GRID POINT M.4-50.4 (S. SITE GRID)
3
96.8
24.6
93.9
2037
5TH
BLDG. PAD 3 GRID POINT L.9-50 (S. SITE GRID)
4
92.3
26.5
954
2038
6TH
BLDG. PAD 3 GRID POINT L4-50.2 (S. SITE GRID)
4
91.1
27.6
94.1
2039
5TH
BLDG. PAD 3 GRID POINT M.5-50.8 (S. SITE GRID)
4
93.1
26.9
96.2
2040
6TH
BLDG. PAD 3 GRID POINT M.6-50.6 (S_ SITE GRID)
4
90.6
27.8
93.6
2041
7TH
BLDG. PAD 3 GRID POINT L-50 (S. SITE GRID)
4
91.8
26.7
94.8
2042
8TH
BLDG. PAD 3 GRID POINT L.1-50.6 (S. SITE GRID)
4
90.9
272
93.9
2043
7TH
BLDG. PAD 3 GRID POINT M.6-50.7 (S. SITE GRID)
4
92.3
26.5
95.4
2044
8TH
BLDG. PAD 3 GRID POINT M.7-50.1 (S. SITE GRID)
4
92.1
27
95.1
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,
Geolecbnical En,gineerin,g • Conetruction Materials Testira� • Enuiry ental Serniees
www.dallasfarffo.com
F.`:700
e—
'i'AieRa ClONSW 1 AtV'1•K, INC,
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas,'fexas 75225
'Fel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 4/13/2017
Fargo Job No. M 16-4962
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 Respectfully Submitted,
Fargo onsu tits, 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.Y
IG 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