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REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 1/26/2017
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 -5001 EZ,
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max. DD (pcfi DD Range (%) MC Range
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
365
6TH
BLDG, PAD 18 GRID POINT K.4-23.5 (S SITE GRID)
3
96.5
24.6
93.6
366
7TH
BLDG. PAD 18 GRID POINT K„1-23.5 (S, SITE GRID)
3
97.1
24
94.2
367
8TH
BLDG, PAD 18 GRID POINT L,5-23.5 (S.. SITE GRID)
3
97.9
23.5
95
368
9TH
BLDG, PAD 18 GRID POINT L.4-23.5 (S. SITE GRID)
3
96.9
23,8
94
369
8TH
BLDG. PAD 18 GRID POINT K8-23,5 (S, SITE GRID)
3
96.4
24.4
93.5
370
9TH
BLDG. PAD 18 GRID POINT K-23.5 (S. SITE GRID)
3
97.1
23.7
94.2
371
10TH
BLDG. PAD 18 GRID POINT L,6-23,5 (S. SITE GRID)
3
96.6
23.8
93.7
372
11TH
BLDG PAD 18 GRID POINT L.7-23.5 (S. SITE GRID)
3
97.8
23.5
94.9
373
10TH
BLDG, PAD 18 GRID POINT K.4-23.5 (S.. SITE GRID)
3
96.1
24.8
93.2
374
11TH
BLDG, PAD 18 GRID POINT K..6-23.5 (S, SITE GRID)
3
96.9
23.9
94
375
12TH
BLDG_ PAD 18 GRID POINT L-23,5 (S. SITE GRID)
3
97.2
24.1
94.3
376
13TH
BLDG, PAD 18 GRID POINT L..4-23.5 (S. SITE GRID)
3
96
24.3
93.1
377
12TH
BLDG, PAD 18 GRID POINT K.6-23,5 (S. SITE GRID)
3
98.2
23.3
95.2
378
13TH
BLDG PAD 18 GRID POINT K.4-23,5 (S. SITE GRID)
3
97.7
23.5
94.8
379
5TH
BLDG„ PAD 2 GRID POINT K.7-40.1 (S. SITE GRID)
3
96.9
24.4
94
380
6TH
BLDG, PAD 2 GRID POINT KA -40,5 (S SITE GRID)
4
93.2
26.4
96..3
381
7TH
BLDG, PAD 2 GRID POINT L.8-40.7 (S. SITE GRID)
3
96.4
23.8
93..5
382
8TH
BLDG PAD 2 GRID POINT L.4-40.1 (S. SITE GRID)
3
97.5
24.2
94.6
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. 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.
Geoteclinical Engineering ® Construction Materials Testing m Environmental Services
www.dallasfariyo.com
Ual)cns
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REPORT OF FIELD COMPACTION
Page 2 oft
Tested For: JLB Partners, LP
Date Performed: 1/26/2017
Project Name: Grapevine Bluff Apartments
Fargo Job No. Ml 6-4962
Graj)eviiw, Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS-50OIEZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
No. /Lift Location
No.
(pct Moisture Density
383 9TH BLDG PAD 2 GRID POINT K,940 (S. SITE GRID)
3
97.2 24 94.3
384 10TH BLDG. PAD 2 GRID POINT K.440.1 (S, SITE GRID)
3
96 24.5 93.1
385 9TH BLDG. PAD 2 GRID POINT L7-40.6 (S SITE GRID)
3
97.2 23.7 94.3
386 10TH BLDG, PAD 2 GRID POINT LA -40,6 (S, SITE GRID)
3
96.4 24.1 93.5
387 11TH BLDG PAD 2 GRID POINT K.1-40.7 (S, SITE GRID)
4
92.7 26.4 95.8
388 12TH BLDG. PAD 2 GRID POINT K.440,3 (S SITE GRID)
3
96.1 23.9 93.2
389 11TH BLDG PAD 2 GRID POINT L.6-40.4 (S. SITE GRID)
3
96.4 24.6 915
390 12TH BLDG, PAD 2 GRID POINT L.7-40.1 (S SITE GRID)
3
97.1 24.1 94.2
391 13TH BLDG„ PAD 2 GRID POINT K.140.5 (S. SITE GRID)
3
98 23.3 95.1
392 13TH BLDG. PAD 2 GRID POINT L,.4-40.7 (S, SITE GRID)
3
97.6 23.6 94.7
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo ltants, Inc.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
tip
Test locations are referenced using an in-house system and are approximate.
:,JrMoore, C1,,'
laterials 1 ;ting Division
The information and results shown on this report are for the eXClUsive use of the client and the client's desipiated recipients on file in our office. Teat 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. laeports r tist be reproduced iri their entirety,
P eotee°61nie°al Eqjneetiq Construction IVlaterralr Te.rtr,'n,g - .E:nvnronmental Services
wwyv, dallarfareo. com