HomeMy WebLinkAboutFargo Consultants, Inc. - 1/30/2017 (3)......- - - - ., .------ _� -_ _ ...... .._ _... 2"Lf I�abens Rd. I 1 �Gd.....
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REPORT OF FIELD COMPACTION Pagel of
Tested For: JLB Partners, LP Date Performed: 1/30/2017
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 (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
7 Brown CLAYEY SAND - Select Fill
14.3 114
Min. 95
-2 to +2
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift Location
No
(pcfl
Moisture Density
449
FG BLDG. PAD 1 GRID POINT Q.4-36 IS, SITE GRID)
7
112.6
15.7
98.8
450
FG BLDG, PAD 1 GRID POINT Q.5-34 6 (S, SITE GRID)
7
110.8
15.3
97.2
451
FG BLDG, PAD 1 GRID POINT R,1-33.4 IS, SITE GRID)
7
108.5
16.2
95.2
452
FG BLDG, PAD 1 GRID POINT R.6-31.6 IS, SITE GRID)
7
111.9
14,2
98.2
453
FG BLDG, PAD 1 GRID POINT Q.1-29,4 (S, SITE GRID)
7
112.4
14
98.6
454
FG BLDG. PAD 1 GRID POINT Q_6-26,6 (S, SITE GRID)
7
113.1
13.6
99.2
455
FG BLDG. PAD 1 GRID POINTS 1-257 IS. SITE GRID)
7
113.8
12.9
99.8
456
FG BLDG, PAD 1 GRID POINT S.6-26.1 (S. SITE GRID)
7
109.9
13.2
96.4
457
FG BLDG, PAD 1 GRID POINT U.7-34,6 IS, SITE GRID)
7
112.3
15.4
98.5
458
FG BLDG„ PAD 1 GRID POINT X-35 (S. SITE GRID)
7
110.4
15.2
96.8
459
FG BLDG, PAD 1 GRID POINT Y.1-36.4 IS. SITE GRID)
7
111.5
14.1
97.8
460
FG BLDG. PAD 1 GRID POINT T.6-27,6 (S. SITE GRID)
7
110.7
14.8
97.1
461
FG BLDG, PAD 1 GRID POINT U,3-25.1 (S. SITE GRID)
7
109.8
15
96.3
462
FG BLDG, PAD 1 GRID POINT X.2-26.8 (S. SITE GRID)
7
109.1
15.3
95.7
463
FG BLDG, PAD 1 GRID POINT Z-26,7 IS, SITE GRID)
7
111.2
14.6
97.5
464
SG BLDG. PAD 2 GRID POINT K.4-36.1 (S. SITE GRID)
4
93.2
26.4
96.3
465
SG BLDG, PAD 2 GRID POINT K.6-36.6 (S. SITE GRID)
3
97.4
23.9
94.5
The information and results shown on this report arc 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
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REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 1/30/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra Seville., Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
"fest Mode: Direct Transmission Gauge Model: HS-50OIEZ
Probe Depth:8 Inches
Test Elevation Proctor DryDensity Percent Percent
No. (Lift Location No. (pcf) Moisture Density
466 1ST BLDG, PAD 2 GRID POINT K,4-36.6 (S, SITE GRID) 3 98.1 24.1 95.2
467 2ND BLDG, PAD 2 GRID POINT K.8-36 (S. SITE GRID) 4 91.2 26.9 94.2
468 3RD BLDG, PAD 2 GRID POINT K,4-36.7 (S, SITE GRID) 3 98.9 23.4 95.9
469 4TH BLDG. PAD 2 GRID POINT K.6-36,2 (S. SITE GRID) 1 99.4 22.9 94.2
470 5TH BLDG PAD 2 GRID POINT K.7-36,6 (S, SITE GRID) 3 97.6 237 94.7
471 6TH BLDG. PAD 2 GRID POINT K.6-36.4 (S. SITE GRID) 4 90.6 26.4 93.6
472 7TH BLDG, PAD 2 GRID POINT K..6-36.6 (S. SITE GRID) 3 96.7 24.5 93.8
473 8TH BLDG, PAD 2 GRID POINT K.4-36.7 (S. SITE GRID) 3 98.2 24.1 95.2
474 SG BLDG, PAD 18 GRID POINT K..6 -20A (S. SITE GRID) 5 99.5 20.8 93.8
475 1ST BLDG. PAD 18 GRID POINT K-20 (S. SITE GRID) 3 96.9 24.6 94
476 2ND BLDG. PAD 18 GRID POINT K.4-20,1 (S, SITE GRID) 4 93.4 26.9 96.5
477 3RD BLDG. PAD 16 GRID POINT K_4-20.8 (S. SITE GRID) 3 96 23.8 93.1
478 4TH BLDG. PAD 18 GRID POINT K,6-20,4 (S. SITE GRID) 4 93.1 26.4 96.2
479 5TH BLDG. PAD 18 GRID POINT K..6-20.6 (S. SITE GRID) 4 92.5 27.2 95.6
480 6TH BLDG, PAD 18 GRID POINT K,7-20,1 (S. SITE GRID) 3 96.9 23.7 94
481 7TH BLDG. PAD 18 GRID POINT K.9-207 IS, SITE GRID) 3 97.3 24.2 94.4
482 8TH BLDG. PAD 18 GRID POINT K,7-20..2 (S„ SITE GRID) 3 97.5 23.7 94.6
483 9TH BLDG, PAD 18 GRID POINT K.1-20,3 (S. SITE GRID) 3 95.9 24.3 93
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Consnlla ts°, Inc.
'fest result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate. 714
C:rr y Moore, CE
laterrials Testing Division
The information and results shown on this report are for the exclusive use of the client and the client's designated recipiew s on file in our office. Pest results are based
on data obtained from specific samples tested at particular locations noted and are not indicative ofthe dualities of apparently identical or similar specimens, composition,
performance, etc. 'I'lie use of our name and test results must receive our written appraval. Deports must be reproduced in their entirety.
Geotechnical Engineering s Construction Materials Testing s Environmental Servicer
www. dallasiarffo. com