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REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 1/27/2017
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-5001EZ
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
393
SG
BLDG. PAD 2 GRID POINT K,1-37.3 (S SITE GRID)
3
96.2
23.6
93,3
394
SG
BLDG, PAD 2 GRID POINT L..5-37,6 (S. SITE GRID)
3
95.9
23.4
93
395
1ST
BLDG. PAD 2 GRID POINT K,1 -37A (S SITE GRID)
3
97.8
23.8
94.9
396
2ND
BLDG. PAD 2 GRID POINT K.5-37,6 (S SITE GRID)
3
97.1
23.4
94.2
397
1ST
BLDG. PAD 2 GRID POINT L.6-37.8 (S. SITE GRID)
3
96.9
23.6
94
398
2ND
BLDG, PAD 2 GRID POINT L4-37,5 (S, SITE GRID)
3
97.3
24
94,4
399
3RD
BLDG, PAD 2 GRID POINT K.6-371 (S. SITE GRID)
3
97
23.3
94.1
400
4TH
BLDG PAD 2 GRID POINT K,1-37,4 (S. SITE GRID)
3
96.5
24.2
93.6
401
3RD
BLDG, PAD 2 GRID POINT L.1-37,6 (S.. SITE GRID)
3
96.1
24.4
93.2
402
4TH
BLDG, PAD 2 GRID POINT L,7-37,4 (S. SITE GRID)
3
97.4
23.9
94.5
403
5TH
BLDG. PAD 2 GRID POINT K 3-37.5 (S. SITE GRID)
3
96.4
23.7
93.5
404
6TH
BLDG. PAD 2 GRID POINT K,137 57 (S, SITE GRID)
1
98.9
23
93.7
405
5TH
BLDG, PAD 2 GRID POINT L.4-37„8 (S, SITE GRID)
3
95.9
24,1
93
406
6TH
BLDG PAD 2 GRID POINT L,6-37,2 (S. SITE GRID)
3
96.3
23.4
93.4
407
7TH
BLDG, PAD 2 GRID POINT K.1-37.6 (S. SITE GRID)
1
99.2
23.2
94
408
7TH
BLDG. PAD 2 GRID POINT L.7-37,7 (S, SITE GRID)
3
96.8
23.8
93.9
409
SG
BLDG, PAD 18 GRID POINT K..3-21,1 (S. SITE GRID)
3
95.9
24.5
93
410
SG
BLDG. PAD 18 GRID POINT L.3-21.6 (S, SITE GRID)
3
96.3
24.2
93.4
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 "fest 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.
Geotechnicall-.'nyineerin ® Construction Materials Tesling - Environmental S•emices
www. dallus(arkyo. com
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REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 1/27/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. M16-4962
Graj)eville, 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.
(Pcf) Moisture
Density
411 1ST BLDG, PAD 18 GRID POINT K,4-21.7 (S. SITE GRID)
4
93.9 26.4
97
412 2ND BLDG, PAD 18 GRID POINT K.1-21.1 (S SITE GRID)
3
96.9 24.4
94
413 1ST BLDG, PAD 18 GRID POINT L 6-21 (S, SITE GRID)
3
97.1 24.6
94.2
414 2ND BLDG. PAD 18 GRID POINT L..4-21,4 (S.. SITE GRID)
4
91.1 26.9
94.1
415 3RD BLDG. PAD 18 GRID POINT K,6-21,7 (S, SITE GRID)
4
93.6 26.6
96.7
416 4TH BLDG. PAD 18 GRID POINT K.8-21.1 (S, SITE GRID)
3
97 24.5
94.1
417 3RD BLDG. PAD 18 GRID POINT L,6-21.6 (S. SITE GRID)
3
97.7 24.6
94.8
418 4TH BLDG. PAD 18 GRID POINT L.4-21„1 (S.. SITE GRID)
1
98.3 22.9
93.2
419 5TH BLDG, PAD 18 GRID POINT K.7-21 (S. SITE GRID)
3
97.4 23.3
94.5
420 5TH BLDG. PAD 18 GRID POINT L.3-21.4 (S. SITE GRID)
3
97,2 23.5
94.3
421 6TH BLDG, PAD 18 GRID POINT K.1-21,8 (S. SITE GRID)
4
94 26.5
97.1
422 7TH BLDG, PAD 18 GRID POINT K,6-21,4 (S. SITE GRID)
3
96.8 24.2
93.9
423 6TH BLDG, PAD 18 GRID POINT L,7-21.5 (S.. SITE GRID)
4
91 ,8 26.9
94.8
424 7TH BLDG, PAD 18 GRID POINT L,1-21.1 (S, SITE GRID)
3
96.1 24
93.2
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
l^"rtrs��o �'oNh.'4ldlt its, lirm
Test result with asterisk (*), iil'any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
'
Cl ry Moore, t T
°lateriale l avang Division
The lnforri¢ation and rCSUIts shown on this 'report are for the exctusivc Use of dw dient and the chent's d s1gnated recipienCs on file in our office. Test results are based
on C1ata obtained from specific sample's tested at parficuk r Iocations noted and are Liot indicative. of the quahtieS of apparently identical or s9nlllar specimens, composition,
performance, oc. The Use of our name and tCs YCSUILS Mus[ receive our Written approval. Rcports rm[St be reproduced in their en.brel'T
Geotechnical Engineering , Construction Materials Testing e Environmental Services
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