HomeMy WebLinkAboutFargo Consultants, Inc. - 1/28/2017 (2)--- ...,,,... - _ .. ....�����4lialnan 1Ld. P�rllu.b l� 7�91r
...� .. , _..
FARGO COWSUT.TANTS, INC ..__ t cl 214 352 4100 1 ax:.. 211=4 352 48111
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 1/28/2017
Project Name: Grapevine Bluff Apartments Fargo Job No. M16-4962
Gra evine, Texas
Density and Moisture: Per ASTM D-6936 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: S-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
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
(pcfi
Moisture
Density
425
8TH
BLDG PAD 18 GRID POINT K.3-21.7 (S. SITE GRID)
3
98,4
23.7
95.4
426
9TH
BLDG, PAD 18 GRID POINT K.4-21.4 (S.. SITE GRID)
3
98.1
24.4
95,2
427
8TH
BLDG, PAD 18 GRID POINT L-21,2 (S, SITE GRID)
3
99.1
23,4
961
428
9TH
BLDG, PAD 18 GRID POINT L,6-21,3 (S. SITE GRID)
3
97.5
23.5
94.6
429
10TH
BLDG, PAD 18 GRID POINT K,1-21.1 (S. SITE GRID)
4
93.8
26.4
96.9
430
11TH
BLDG, PAD 18 GRID POINT K7-21,7 (S. SITE GRID)
3
99.6
23.3
96.6
431
10TH
BLDG, PAD 18 GRID POINT L,3-21 (S. SITE GRID)
3
97
23.5
94.1
432
11TH
BLDG, PAD 18 GRID POINT L.,1-21.4 (S, SITE GRID)
3
96.9
23.9
94
433
12TH
BLDG. PAD 18 GRID POINT K.4-21.5 (S, SITE GRID)
1
100.6
22.9
95.4
434
13TH
BLDG PAD 18 GRID POINT K.3-21.8 (S. SITE GRID)
1
99.4
23.5
94.2
435
12TH
BLDG. PAD 18 GRID POINT LA -21A (S, SITE GRID)
3
97
23.4
94.1
436
13TH
BLDG, PAD 18 GRID POINT L.3-21,3 (S. SITE GRID)
1
100.1
23
94.9
437
8TH
BLDG. PAD 2 GRID POINT L-37.7 (S. SITE GRID)
1
98.8
22.9
93.6
438
9TH
BLDG. PAD 2 GRID POINT L.,4-37.3 (S. SITE GRID)
3
97.4
23.9
94.5
439
8TH
BLDG. PAD 2 GRID POINT K.6-37.4 (S, SITE GRID)
1
98.3
23.1
93.2
440
9TH
BLDG PAD 2 GRID POINT K 1-37.5 (S. SITE GRID)
3
98.6
23.3
95.6
441
10TH
BLDG, PAD 2 GRID POINT L,6-37,1 IS SITE GRID)
3
98.1
23.7
95.2
442
11TH
BLDG. PAD 2 GRID POINT L_7-37 5 (S. SITE GRID)
3
98
23.3
95.1
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 Etagineering ®Construction IVlaterials 'lasting ° environmental Servicer
www.dallasfark.,o.com
'ab
n iia iii r7, Niia
INC
I cl.127�4c352 41 00 -1'ax ' 1 G a, r '' 7221
_._
2t4 ,i�2 4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/28/2017
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-5001EZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. ILift Location
No.
(pcf) Moisture Density
443 12TH BLDG, PAD 2 GRID POINT L,6-37.8 (S, SITE GRID)
3
97.7 23.5 94.8
444 10TH BLDG, PAD 2 GRID POINT K,9-37.7 (S SITE GRID)
3
97.5 23.9 94.6
445 11TH BLDG PAD 2 GRID POINT K.2-37,4 (S. SITE GRID)
3
96.1 24.2 93.2
446 12TH BLDG, PAD 2 GRID POINT K,8-37,5 IS. SITE GRID)
3
97 23.4 94.1
447 13TH BLDG, PAD 2 GRID POINT K.1 -37,b IS SITE GRID)
1
99.3 22.9 94.1
448 13TH BLDG, PAD 2 GRID POINT L.3-37.2 IS, SITE GRID)
1
99.8 23.3 94,6
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted%
Fargo Consultants, 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.
1MoorG(
e, CET
Iateriaals Testing Division
I he information and results shown on this report are for the exclusive use ofthe client and the client'; designated recipients on file in our office Test results are based
on data obtained from specific samples tested at particular location noted and are not indicative of the dualities of apparently identical or :similar specimens, composition.,
performance, etc. The use of our name and teat results must receive our written approval. IZcriorts rust be reproduced in their entirety.
Geotechnical Enpneeriy�g A Gonsi action Materials "Testing ® Environmental Semicos
www. dalla l' frim. com