HomeMy WebLinkAboutFargo Consultants, Inc. - 1/23/2017 (2)-3241ahcrr R.d. Iixlhas £3lcxas7522S
iel. 2i4 3_r7- 11001aa:.�. _ 1-1
214-352 �& -1
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 1/23/2017
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
Moisture -Density Relations
Proctor No.
Material Description
Opt. MQ1%) 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 C19
Moisture
Density
308
SG
BLDG. PAD 2 GRID POINT K.3-42 6 (S. SITE GRID)
1
101.4
22.9
96.1
309
SG
BLDG, PAD 2 GRID POINT M-42.1 (S, SITE GRID)
3
95,9
23.8
93
310
1ST
BLDG, PAD 2 GRID POINT K.1-42.4 (S. SITE GRID)
3
96
24.4
93.1
311
1ST
BLDG, PAD 2 GRID POINT M.4-42.1 (S. SITE GRID)
3
96.2
24,2
93.3
312
2ND
BLDG, PAD 2 GRID POINT K.4-42 (S. SITE GRID)
3
97.6
23.4
94.7
313
2ND
BLDG, PAD 2 GRID POINT M.1-42.3 (S. SITE GRID)
3
95.9
24.2
93
314
SG
BLDG, PAD 18 GRID POINT L.4-25,4 (S. SITE GRID)
3
95.9
23.9
93
315
SG
BLDG, PAD 18 GRID POINT K.1-25.1 (S. SITE GRID)
3
97.1
23.3
94.2
316
1ST
BLDG, PAD 18 GRID POINT L 1-25,.7 (S., SITE GRID)
3
96.4
23.8
93.5
317
1ST
BLDG, PAD 18 GRID POINT K.1-25,5 (S. SITE GRID)
4
93.7
26.4
96.8
318
2ND
BLDG, PAD 18 GRID POINT L,3-25,6 (S., SITE GRID)
4
94.1
26.6
97.2
319
3RD
BLDG„ PAD 18 GRID POINT L.1-25.7 (S. SITE GRID)
3
95.9
23.8
93
320
2ND
BLDG, PAD 18 GRID POINT K 1-25 (S. SITE GRID)
3
97.6
24.5
94.7
321
3RD
BLDG, PAD 18 GRID POINT K.6-25,1 (S, SITE GRID)
3
96
24.1
93.1
't'he information and results shown on this report are for the exclusive use of the client and the clie'nt's de.,signatcd recipients on file in our office. Test results are: based
on. data obtained frons specific samples tes cd at particular locations noted and are no(. indicative of the qualities of apparently identical or similar specimens, composieion„
perforrnarnce, etc. The use of our name, and test results roust receive our written approval. Reports roust he r eproduced in tlsexr erAtirety.
Geotechnical Engineering m Construction Materials Testing ® Environmenta/Services
www.dallastarffo.com
FARGO COMMULTANTS, TW3
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2_324 Val3cns Rd. - IDallas, Texas 75225
Tel. 214-352-41001,ax. 214-352-4811
Page 2 of 2
Date Performed: 1/23/2017
Fargo Job No. M 16-4962
G,raEevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS -5 00 1 EZ
Probe Depth: 8 Inches
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo "OnsulAnts, 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.
a 1r Moore, CET
rials Testing Division
The, information and results shown on this report are for dw exclusive use of the Client and the chem's designat-ed recipients on file in our office. Test results are based
on data obtained frornspccific sarnples temed at particular locatioi6 noted and are not indicative of the qualities of apparently identical or similar specitnens, composition,
performance, etc. The LRSC OfOUV name and test results must receive our written appr oval. Reports must be reprocluced in their cnnrety.
Geotechnical Engineering - Construction Allaterials Testing - Environmental Servicer
wwv. dallas/arro. cam