HomeMy WebLinkAboutFargo Consultants, Inc. - 1/20/2017'Vel. 21 135 -4100 Fax. 214 352-481 t
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REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 1/20/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, 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. MC(%) Max DD (pcfi DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 93 to 98 at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(p cfj
Moisture
Density
256
SG
BLDG, PAD 1 GRID POINT Z.1-36.4 (S. SITE GRID)
1
100.3
23.8
95.1
257
SG
BLDG PAD 1 GRID POINT Z 3-27.6 (S, SITE GRID)
1
99.5
24.1
94.3
258
SG
BLDG. PAD 1 GRID POINT Y.5-24,.5 (S, SITE GRID)
1
101
23.4
95.7
259
1ST
BLDG PAD 1 GRID POINT Z,1-27.4 (S, SITE GRID)
1
98.6
24.5
93.5
260
1ST
BLDG, PAD 1 GRID POINT Z.5-36,1 (S SITE GRID)
1
101
23.6
95.7
261
2ND
BLDG PAD 1 GRID POINT Z.3-36.6 (S. SITE GRID)
1
101.4
23.5
96.1
262
31RD
BLDG. PAD 1 GRID POINT Z-36,4 (S, SITE GRID)
1
100
24
94.8
263
3RD
BLDG. PAD 1 GRID POINT Y.5-33,4 (S SITE GRID)
1
99.6
24.4
94.4
264
1ST
BLDG. PAD 1 GRID POINT Y.4-27.6 (S. SITE GRID)
1
99.7
24.9
94.5
265
2ND
BLDG. PAD 1 GRID POINT Z.1-27.1 (S. SITE GRID)
1
101.1
24.3
95.8
266
1ST
BLDG, PAD 1 GRID POINT Y.8-25 6 (S. SITE GRID)
1
103
23.9
97.6
267
2ND
BLDG PAD 1 GRID POINT Z.7-24.4 (S.. SITE GRID)
1
100.7
23.5
95.5
268
4TH
BLDG. PAD 1 GRID POINT Z,5-36.1 (S. SITE GRID)
1
101.9
23.2
96.6
269
4TH
BLDG, PAD 1 GRID POINT Y.5-33,5 (S SITE GRID)
1
101.3
22.9
96
270
3RD
BLDG. PAD 1 GRID POINT Y.4-24.4 (S. SITE GRID)
1
102.5
24
97.2
271
3RD
BLDG, PAD 1 GRID POINT Z.1-27.1 (S. SITE GRID)
1
101.9
23.3
96.6
272
4TH
BLDG. PAD 1 GRID POINT Z.7-27 (S, SITE GRID)
1
100.1
23.1
94.9
273
4TH
BLDG. PAD 1 GRID POINT YA-24.7 (S. SITE GRID)
1
101.1
22.9
95.8
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.
Caeatec`inical Engineering ® Construction Materials 'Testing ® Environmental. Services
www.dallasfarilo.com
lest result with asterisk (*), if'any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate. lfw
Moore, CET
Testing Division
'11ic information and results shown on tli�s report are for the exclusive use of the client and the client's desigia.ted recipicnis on file in our office. Test results are based
on data obtained from specific sarnples tested at Particular Locations noted and are riot indicative of the qualities of apparcn(ly identical or similar specirnens, composition,
perforniancc,(.Ac. Reports rxiustlac reproduced tin tlicirentirety.
Geotechnical Engineering
Construction Materials Testing - Environmental Services
www.dallasfark,o.com
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REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/20/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
GraLev in, Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS -5001 EZ
Probe Depth: 8 Inches
Test Elevation Proctor
DryDensity Percent Percent
No. IL ift Location No.
(p efi Moisture Density
274 5TH BLDG, PAD 1 GRID POINT Z.6-36,1 (S. SITE GRID) 1
99.2 23.6 94
275 5TH BLDG PAD 1 GRID POINT Y.4-34.5 (S, SITE GRID) 1
99.2 24.5 94
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
pols, Inc.
Fargo onsulf
lest result with asterisk (*), if'any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate. lfw
Moore, CET
Testing Division
'11ic information and results shown on tli�s report are for the exclusive use of the client and the client's desigia.ted recipicnis on file in our office. Test results are based
on data obtained from specific sarnples tested at Particular Locations noted and are riot indicative of the qualities of apparcn(ly identical or similar specirnens, composition,
perforniancc,(.Ac. Reports rxiustlac reproduced tin tlicirentirety.
Geotechnical Engineering
Construction Materials Testing - Environmental Services
www.dallasfark,o.com
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FA0,u� 00,1WV49 dk t N'TS, INC,
1. /14 352-4100 fax.. 214 5,a2-4&17
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 1/20/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra,
evine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
"fest Mode: Direct Transmission Gauge Model: HS-50OIEZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pcj) 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
(p c Moisture
Density
276 6TH BLDG, PAD 1 GRID POINT Y..3-34,2 (S. SITE GRID)
3
96 24.5
93.1
277 7TH BLDG. PAD 1 GRID POINT Y.5-34.4 (S. SITE GRID)
3
96.3 24.1
93.4
278 8TH BLDG, PAD 1 GRID POINT Y.7-34.6 (S, SITE GRID)
3
95.9 24.8
93
279 9TH BLDG. PAD 1 GRID POINT Y.4-34 (S. SITE GRID)
4
90.9 26.6
93.9
280 10TH BLDG, PAD 1 GRID POINTY 1-34.1 (S. SITE GRID)
4
93.2 26.4
96.3
281 11TH BLDG. PAD 1 GRID POINT Y.5-34.7 (S. SITE GRID)
3
97 23.8
94„1
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo t"tttstrlttt`, 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.
C : 'y& Moore, CET
14aterials Testing Division
•Che information and results shown on this report are for the exclusive, use of the client and the client's designated recipients on Fite in our office 'i. e ,t 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 nanic and test results muit: receive our- wrret:en approval. Ilelrorts mrast: be reproduced in their entirety.
Geotechnical Engineering , Construction Materials T ening s Environmental Servicer
www, dallasfar,?o, com