HomeMy WebLinkAboutFargo Consultants, Inc. - 1/25/2017 (2)- -- -- - .....,_,,,.,., ......,....n. ---....:
waitaa�aramCt4.rrvmes,rva;. ?lcl?1}4exrs?�d1.()()Iax.?113_r?l_i22.
lyAllA Iexas f
n r i . 48311
REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 1/25/2017
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: IIS-5001EG
Probe Depth: 8 Inches
The H:rdornlation and resull:s shown on V:his repot(: are for rhe exclusive use of dile elle w and the che7t's de Siviated recipients on File in.. our office. . est results fort based
on data obtained from specific samples i:csted al particular locations noted and are not 'indicat'ive oL the quall Cics ofapparoidy ides uical or sifnlllar specimens, cornp(3a1tion,
perfor 4auce, et.c.. The use of our name and teat results must: receive our written approval. Reports roust be re'p'roduced in their entirety.
Geotechnical Engineering a Construction McaterialrTerting a EnvironmentalServices
jvww. dallas{area com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(Yo) Max. DD (pcj) 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
346
4TH
BLDG. PAD 18 GRID POINT K,4-23,4 (S, SITE GRID)
4
93.8
26.4
96.9
347
5TH
BLDG. PAD 18 GRID POINT K.3-23.8 IS SITE GRID)
3
96
23.9
93.1
348
SG
BLDG, PAD 18 GRID POINT L-231 (S. SITE GRID)
5
100.4
21.8
94.6
349
IST
BLDG, PAD 18 GRID POINT L.1-23.7 IS SITE GRID)
5
100.6
22
94.8
350
2ND
BLDG. PAD 18 GRID POINT L.7-23.5 (S, SITE GRID)
3
95.9
24.3
93
351
3RD
BLDG. PAD 18 GRID POINT L.6-23.6 IS SITE GRID)
3
97
23.8
94.1
352
11TH
BLDG PAD 18 GRID POINT L.1-25.7 (S. SITE GRID)
4
91.6
26.4
94.6
353
12TH
BLDG. PAD 18 GRID POINT L,6-25.6 IS. SITE GRID)
3
96.8
24.3
93.9
354
13TH
BLDG. PAD 18 GRID POINT L.4-25 (S, SITE GRID)
1
100.3
23.6
95.1
355
11TH
BLDG PAD 18 GRID POINT K-25 4 (S. SITE GRID)
3
96.6
23.9
93.7
356
12TH
BLDG PAD 18 GRID POINT K.7-25,.8 (S. SITE GRID)
3
97.1
23.3
94.2
357
13TH
BLDG, PAD 18 GRID POINT K.3-25..4 (S. SITE GRID)
1
99.8
23
94.6
358
12TH
BLDG PAD 2 GRID POINT M.1-42 6(S.. SITE GRID)
3
95.9
23.8
93
359
13TH
BLDG PAD 2 GRID POINT K.4-42,7 (S. SITE GRID)
3
96,8
23.3
93.9
360
SG
BLDG. PAD 2 GRID POINT K.1-40,6 (S. SITE GRID)
5
100.1
21.3
94.3
361
1ST
BLDG, PAD 2 GRID POINT L..6-40 7 (S. SITE GRID)
3
96.4
24.1
93.5
362
2ND
BLDG.PAD 2 GRID POINT K,1-40 (S. SITE GRID)
3
96.7
23.7
93.8
The H:rdornlation and resull:s shown on V:his repot(: are for rhe exclusive use of dile elle w and the che7t's de Siviated recipients on File in.. our office. . est results fort based
on data obtained from specific samples i:csted al particular locations noted and are not 'indicat'ive oL the quall Cics ofapparoidy ides uical or sifnlllar specimens, cornp(3a1tion,
perfor 4auce, et.c.. The use of our name and teat results must: receive our written approval. Reports roust be re'p'roduced in their entirety.
Geotechnical Engineering a Construction McaterialrTerting a EnvironmentalServices
jvww. dallas{area com
✓Y IC'G�r�✓F" uric'' ✓ '�Pdrz .. .--
2314 ..13allr_s_ lxss 7522.,.5
.,... I
,
VMRGCC2YaJBrANTKaTW,
(.1. 214 352-4100
PORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/25/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
i r2L)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
363 3RD BLDG.PAD 2 GRID POINT L.8-40.7 IS SITE GRID) 1
100 22.9 94.8
364 4TH BLDG.PAD 2 GRID POINT L-40.9 (S, SITE GRID) 3 96.9 24.3 94
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo _onsu ants, 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.
1A11011 Moore, CET
erial�' Testing Division
TFre information and results shown on this rel-rort are for the excluSrve use of the client. and the client's designated recipients on file in our rrffice. fl est results are based
on data obtained from specific sample., 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 roust receive our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering � (..;anstrzdction I GYtelir l 'l`e,rtivzt, ®. rc7>r,'r�nrr�eretrxl5 err>zre.r
wrarzar. dallas9urio. cone