HomeMy WebLinkAboutFargo Consultants, Inc. - 5/11/2017 (2)• ■ • IGO 2324 Pabens Rd. • llallas, 'Texas 75225
FARCO CONSULTANTS, INC, Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 5/11/2017
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
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
Location
No.
/Lift
No
(pcf)
Moisture
Density
2306
9TH
BLDG PAD 4 GRID POINT E.5-49.4 (N. SITE GRID)
3
96.2
24.8
93.3
2307
10TH
BLDG. PAD 4 GRID POINT E.5-49.6 (N. SITE GRID)
3
96.7
24.2
93.8
2308
9TH
BLDG. PAD 4 GRID POINT F.5-48.5 (N. SITE GRID)
1
99.5
23.4
94.3
2309
10TH
BLDG. PAD 4 GRID POINT F.5-48.4 (N. SITE GRID)
3
97.3
23.9
944
2310
11TH
BLDG. PAD 4 GRID POINT E.5-49.1 (N. SITE GRID)
3
96.8
24.1
93.9
2311
12TH
BLDG. PAD 4 GRID POINT E.5-49 (N. SITE GRID)
3
97.2
24.4
94.3
2312
13TH
BLDG. PAD 4 GRID POINT E.5-49.6 (N SITE GRID)
1
100.4
23.3
95.2
2313
11TH
BLDG. PAD 4 GRID POINT F.5-48.7 (N. SITE GRID)
3
97,7
24.3
94.8
2314
12TH
BLDG_ PAD 4 GRID POINT F.5-48.4 (N. SITE GRID)
1
100.2
22.9
95
2315
13TH
BLDG, PAD 4 GRID POINT F.5-48.5 (N. SITE GRID)
1
99.8
23.1
94.6
2316
SG
BLDG. PAD 4 GRID POINT Y.5-53,1 (S. SITE GRID)
3
97.4
24.2
94.5
2317
SG
BLDG. PAD 4 GRID POINT X.5-53.7 (S. SITE GRID)
1
98.9
23.6
93.7
2318
IST
BLDG, PAD 4 GRID POINT Y.5-53.6 (S. SITE GRID)
3
97,9
23.5
95
2319
2ND
BLDG. PAD 4 GRID POINT Y.7-53,1 (S. SITE GRID)
1
98.8
24
93.6
2320
1ST
BLDG_ PAD 4 GRID POINT X.5-53.3 (S. SITE GRID)
1
99.9
23.3
94.7
2321
2ND
BLDG. PAD 4 GRID POINT X.5-53,7 (S. SITE GRID)
3
97.3
23.7
94.4
2322
3RD
BLDG. PAD 4 GRID POINT Y.4-53 (S. SITE GRID)
3
96.8
24.5
93.9
2323
4TH
BLDG. PAD 4 GRID POINT Y.5-53.1 (S. SITE GRID)
1
98.3
23.7
93.2
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 Engineering • Construction Materials Testing •Environmental Services
www.dallasfarfo.com
F.1-700 2324 Fabens Rd. - Dallas, Texas 75225
)FArzaa CONFVr.TANT9, rNQ. Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo C" nsult its, 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.
G Moore, CET
aterials Testing Division
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 Engineering • Contraction Materials Testing • Environmental Semices
w)vw. dallasfarQo. com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB Partners, LP
Date Performed: 5/11/2017
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
Test
Elevation
Proctor
DryDensity Percent Percent
No.
(Lift Location
No.
(pcfi Moisture Density
2324
3RD BLDG. PAD 4 GRID POINT X9-53.7 (S. SITE GRID)
3
96.5 24.8 93.6
2325
4TH BLDG, PAD 4 GRID POINT X.4-53 (S. SITE GRID)
1
98.7 23.5 93.6
2326
5TH BLDG. PAD 4 GRID POINT Y.5-53,6 (S. SITE GRID)
3
95.9 25.3 93
2327
6TH BLDG. PAD 4 GRID POINT Y.3-53.1 (S, SITE GRID)
3
97.2 24.4 94.3
2328
5TH BLDG. PAD 4 GRID POINT X5-53.9 (S. SITE GRID)
3
96.1 25 93.2
2329
6TH BLDG. PAD 4 GRID POINT X.1-53.4 (S. SITE GRID)
3
96.4 24.8 93.5
2330
7TH BLDG. PAD 4 GRID POINT Y,6-53.6 (S. SITE GRID)
3
98.3 24.4 95.3
2331
8TH BLDG. PAD 4 GRID POINT Y.5-53.4 (S_ SITE GRID)
3
97,8 24.1 94.9
2332
7TH BLDG. PAD 4 GRID POINT X7-53.9 (S. SITE GRID)
1
99.6 23 94.4
2333
8TH BLDG. PAD 4 GRID POINT X,2-53.2 (S. SITE GRID)
3
98.1 23.7 95.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo C" nsult its, 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.
G Moore, CET
aterials Testing Division
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 Engineering • Contraction Materials Testing • Environmental Semices
w)vw. dallasfarQo. com