HomeMy WebLinkAboutFargo Consultants, Inc. - 1/31/2017 (2)2324 Fabens Rd I c n 75225
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REPORT OF FIELD COMPACTION Page i oft
Tested For: JLB Partners, LP Date Performed: 1/31/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gr'a, e"~v ine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-50OIEG
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MQ0%) Max DD (pcn 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
No.
/Lift
Location
No
(pcf)
Moisture
Density
484
9TH
BLDG. PAD 2 GRID POINT K,8-36.4 (S. SITE GRID)
1
100.8
22.9
95.5
485
10TH
BLDG. PAD 2 GRID POINT K.,7-36.8 (S.. SITE GRID)
3
100.4
23.5
97..4
486
11TH
BLDG, PAD 2 GRID POINT K-36.7 (S, SITE GRID)
3
97
24
94.1
487
12TH
BLDG, PAD 2 GRID POINT K.6-36„7 (S:, SITE GRID)
3
97.6
24.2
94.7
488
13TH
BLDG, PAD 2 GRID POINT K.6-36,4 (S. SITE GRID)
1
98.4
23
93.3
489
SG
BLDG. PAD 2 GRID POINT K,4-35.4 (S. SITE GRID)
1
98.2
22.9
931
490
IST
BLDG, PAD 2 GRID POINT K 1-35,6 (S. SITE GRID)
3
97.3
23.7
94.4
491
SG
BLDG, PAD 2 GRID POINT M.6-35,7 (S.. SITE GRID)
1
98.5
23.3
93,4
492
1ST
BLDG. PAD 2 GRID POINT M,4-35,4 (S:, SITE GRID)
3
97
23.5
94.1
493
2ND
BLDG. PAD 2 GRID POINT K 4-35.6 (S. SITE GRID)
3
97.7
24.1
94.8
494
3RD
BLDG, PAD 2 GRID POINT K.,7-35.4 (S. SITE GRID)
3
96.1
24.6
93.2
495
2ND
BLDG. PAD 2 GRID POINT M.6-35.7 (S, SITE GRID)
3
97
23.8
94„1
496
3RD
BLDG. PAD 2 GRID POINT M-35 (S. SITE GRID)
3
96.4
24.3
93.5
497
10TH
BLDG, PAD 18 GRID POINT K,6-20.7 (S, SITE GRID)
3
97,1
24.8
94.2
498
11TH
BLDG. PAD 18 GRID POINT K.4-20.7 (S. SITE GRID)
3
96.9
24.6
94
499
12TH
BLDG. PAD 18 GRID POINT K 7-20.6 (S. SITE GRID)
3
97.3
24
94.4
500
13TH
BLDG.. PAD 18 GRID POINT K.6-20.1 (S.. SITE GRID)
1
98.8
23.2
93.6
501
SG
BLDG. PAD 18 GRID POINT K,4-18.6 (S. SITE GRID)
1
99.2
22.9
94
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 e Cone•l *lion Materials Testing a Environmental Services
www.dallaifar,qo.com
R,`900 2324 Faberi:, 1W. - Halla F'cxas'75221,
1 , - '0111,11 , ", --- - . ........... .
VA I ( G'I � C,'O P�4 K V 1 -TA N TS, 1W Q 'T'el. 214-352-4100 Fqx, 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/31/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M 16-4962
Gr!Eevine, Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS -5001E7_
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. ILft Location
No.
(P cfi Moisture Density
502 1ST BLDG. PAD 18 GRID POINT K,6-18.4 (S, SITE GRID)
3
96.5 24.2 93.6
503 SG BLDG, PAD 18 GRID POINT L-18.1 (S. SITE GRID)
1
98.6 23.1 93.5
504 1ST BLDG. PAD 18 GRID POINT L.4-18,6 (S, SITE GRID)
3
96 24.5 93.1
505 2ND BLDG PAD 18 GRID POINT K,1-18,3 (S. SITE GRID)
3
98.2 233 95.2
506 3RD BLDG PAD 18 GRID POINT K,6-18.7 (S. SITE GRID)
3
99.8 23.5 96.8
507 2ND BLDG PAD 18 GRID POINT L,7-18 (S. SITE GRID)
3
97.5 24.2 94.6
508 3RD BLDG PAD 18 GRID POINT L-18,6 (S SITE GRID)
3
96.8 23.7 93.9
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Test result with asterisk (*), it"any, indicates non-comiultance to provided guidelines.
Fargo Convultants, Inc.
Z7
Test locations are referenced using an in-house system and are approximate.
CET
1Moore,
1�41:1:rials 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 froin specific samples tested at. Particular locations noted and are not indicative of the qualities of apparently identical or similar specimens, composition,
pc,rforrnance, etc. The use of our name and test rCSU11S MUSt I-CCCiVe our written approval. Reports must be reproduced in their entirety.
Geotechnical Engineering ® Construction Materials Testing - Environmental Servicer
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