HomeMy WebLinkAboutFargo Consultants, Inc. - 2/1/2017 (2)f ¢ 2324 Fabcns Ind 1) Alts 1 cx.as 7522,
r`tMe O M oT1.1i0"A"Arr a.,i, ar+o, Y c.l. 214 352 4100 Fax. 214-352 4911
REPORT OF FIELD COMPACTION Page I of
Tested For: JLB Partners, LP Date Performed: 2/1/2017
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-5001EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Material Description
Opt. MC(%) Ma -x. 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
(pcfj
Moisture
Density
509
4TH
BLDG PAD 2 GRID POINT K.2-35.4 (S. SITE GRID)
3
97.2
24.1
94.3
510
5TH
BLDG, PAD 2 GRID POINT K.4-35.6 (S.. SITE GRID)
4
92.6
26,6
95.7
511
6TH
BLDG. PAD 2 GRID POINT K.6-35,1 IS, SITE GRID)
3
97.5
23.4
94.6
512
4TH
BLDG. PAD 2 GRID POINT M.4-35.6 (S. SITE GRID)
3
97.3
23.8
94.4
513
5TH
BLDG, PAD 2 GRID POINT M,8 -35A (S. SITE GRID)
3
96.4
24.6
93.5
514
6TH
BLDG, PAD 2 GRID POINT M.4-35.8 (S. SITE GRID)
3
96.7
24.2
93.8
515
7TH
BLDG, PAD 2 GRID POINT K.7-35.4 (S. SITE GRID)
3
98.4
24.2
95.4
516
8TH
BLDG. PAD 2 GRID POINT K.4-35.3 (S, SITE GRID)
3
99.6
23.5
96.6
517
7TH
BLDG, PAD 2 GRID POINT M.6-35.7 (S. SITE GRID)
3
96.1
24.5
93.2
518
8TH
BLDG. PAD 2 GRID POINT M.1-35.6 (S, SITE GRID)
3
97.2
23.7
94.3
519
9TH
BLDG. PAD 2 GRID POINT K,7-35,1 (S. SITE GRID)
3
97,5
23.6
94.6
520
10TH
BLDG, PAD 2 GRID POINT K.5-35 (S, SITE GRID)
3
971
24.3
94.2
521
9TH
BLDG, PAD 2 GRID POINT M.1-35.7 (S. SITE GRID)
3
98.2
24
95.2
522
10TH
BLDG, PAD 2 GRID POINT M.7-35.6 (S, SITE GRID)
3
96.9
24.5
94
523
11TH
BLDG. PAD 2 GRID POINT K.5-35,2 (S, SITE GRID)
3
97.6
24.1
94.7
524
12TH
BLDG, PAD 2 GRID POINT K.7-35.7 (S SITE GRID)
3
100.2
23.3
97.2
525
13TH
BLDG, PAD 2 GRID POINT K.1-35.3 (S. SITE GRID)
1
101
22.9
95.7
526
11TH
BLDG, PAD 2 GRID POINT M,1-35.,6 (S. SITE GRID)
3
98,6
24
95.6
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 Engineerzng ® Construction Materials Testing -Environmental Services
wwiv, dallasfamo. com
2324 Gabe n lid 1) aIl s I < xas 7522,
INC 1 cI. 214 352-4100 Fax. 21 4- 352-4811
The information and results shown on this report are for the CXC1UsiVC use of the client and the client's designated recipients on hie in our office. Test result, are, based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of appaxcndy identical or similar spe.cimcns, composition,
performance, etc. The use of our name and test results must reccice our written approval TCepol tY must he reproduced in 1h6r entirety.
Geotechnical Engineering , Construction Material Testing o Environmental3�erviCos
www.dallasfart,o.com
REPORT OF FIELD COMPACTION
Page 2 of 3
Tested For: JLB
Partners, LP
Date Performed: 2/1/2017
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.
(Lift
Location
No.
(Pcfi
Moisture Density
527
12TH
BLDG.. PAD 2 GRID POINT M-35,4 (S. SITE GRID)
1
99.1
23.6
93.9
528
13TH
BLDG. PAD 2 GRID POINT M..6-35,4 (S. SITE GRID)
1
100.6
23.1
95.4
529
4TH
BLDG. PAD 18 GRID POINT K.1-18.6 (S, SITE GRID)
3
97.5
23.3
94.6
530
5TH
BLDG. PAD 18 GRID POINT K-18.7 (S, SITE GRID)
4
93.8
26.4
96.9
531
6TH
BLDG. PAD 18 GRID POINT K.7-18.4 (S SITE GRID)
3
96„9
23.5
94
532
4TH
BLDG. PAD 18 GRID POINT L..6-18.6 (S.. SITE GRID)
3
96,1
24.4
93.2
533
5TH
BLDG, PAD 18 GRID POINT L,1-18,6 IS, SITE GRID)
3
96.7
24
93.,8
534
6TH
BLDG, PAD 18 GRID POINT L.7-18.7 (S. SITE GRID)
3
96
24.6
93.1
535
7TH
BLDG. PAD 18 GRID POINT K,1-18,4 (S, SITE GRID)
3
97.1
23.3
94.2
536
8TH
BLDG. PAD 18 GRID POINT K 1-18.7 (S. SITE GRID)
3
97.2
23.7
94.3
537
7TH
BLDG, PAD 18 GRID POINT L.6-18.4 (S. SITE GRID)
3
97.7
23.9
94.8
538
8TH
BLDG, PAD 18 GRID POINT L-18.1 (S. SITE GRID)
3
96.9
23.4
94
539
9TH
BLDG, PAD 18 GRID POINT K 1-18,3 (S. SITE GRID)
3
97.2
24.6
94.3
540
10TH
BLDG, PAD 18 GRID POINT K,7-18.7 (S. SITE GRID)
3
96.1
23.6
93.2
541
9TH
BLDG. PAD 18 GRID POINT L,6-18.1 (S. SITE GRID)
3
98.1
24
95.2
542
10TH
BLDG, PAD 18 GRID POINT L,1-187 (S. SITE GRID)
3
96.7
24.3
93.8
543
11TH
BLDG PAD 18 GRID POINT K,5-18.6 (S. SITE GRID)
4
90.2
26.4
93.2
544
12TH
BLDG, PAD 18 GRID POINT K.7-18.4 (S.. SITE GRID)
3
97.4
23.9
94.5
545
13TH
BLDG, PAD 18 GRID POINT K.318.7 (S. SITE GRID)
1
99.1
23.2
93.9
546
11TH
BLDG. PAD 18 GRID POINT L,1-18,6 (S. SITE GRID)
3
97.7
23.7
94„8
547
12TH
BLDG. PAD 18 GRID POINT L,7-18,5 (S. SITE GRID)
4
90
26.5
93
548
13TH
BLDG, PAD 18 GRID POINT L.6-187 (S. SITE GRID)
1
99.4
22.9
94.2
The information and results shown on this report are for the CXC1UsiVC use of the client and the client's designated recipients on hie in our office. Test result, are, based
on data obtained from specific samples tested at particular locations noted and are not indicative of the qualities of appaxcndy identical or similar spe.cimcns, composition,
performance, etc. The use of our name and test results must reccice our written approval TCepol tY must he reproduced in 1h6r entirety.
Geotechnical Engineering , Construction Material Testing o Environmental3�erviCos
www.dallasfart,o.com
VAWAO 003'fl"LOITANTI�, "40
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabns Rd. - Dalla 14 is 7522S
?144"— - ............. . ...... - . ......
Tel. 52 4100 Fax. 214 352 4811
Page 3 of 3
Date Performed: 2/1/2017
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
Source of Compaction Requirements: Geotechnical Report RespecffOySubmitted,
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.
1Ar1li Moore, CET
Materials Testing Division
fell, �
The information and results shown oil th.is repos -L are lot th.e cm.-Jusive use offlw client and the client's designated recipients on file in our office. Test results are based
on dala obtained from specific samples tested at particular locations noted and are not indicalive of Che dualities of apparently identical or similar specimens, composition,
perforniance, etc . The use of our name and test results must receive our written approval. Rq)ori.s must be reproduced in th6r enure Ly.
Geotechnical Engineerin
Construction Materials Testing - Environmenlalj'ervices
www.dallasfarko.com