HomeMy WebLinkAboutFargo Consultants, Inc. - 3/8/2017 (2)KC70 2324 Fabens Rd. - Dallas, Tcxas 7522:
rATWP conrAurn'AIWTS, IWO, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/8/2017
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 -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
2
Light Gray CLAYEY SAND and gravel intermixed
10.2 116.4
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
5
Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix)
16.8 106.1
93 to 98
at least +4
8
Reddish Brown and Tan CLAYEY SAND
13 115
Min. 95
-2 to +2
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift Location
No
(pcf)
Moisture Density
1327
3RD BLDG. PAD 17 GIRD POINT U.1-8.6 (S. SITE GRID)
3
96.8
23.5
939
1328
4TH BLDG. PAD 17 GIRD POINT U.6-8.4 (S. SITE GRID)
1
98.3
23
93.2
1329
3RD BLDG. PAD 17 GIRD POINT U-9.6 (S. SITE GRID)
3
97.2
23.3
94.3
1330
4TH BLDG, PAD 17 GIRD POINT U.4-9.2 (S. SITE GRID)
3
97.6
23.4
94.7
1331
5TH BLDG. PAD 17 GIRD POINT U.6-8.8 (S. SITE GRID)
1
99.8
22.9
94.6
1332
6TH BLDG. PAD 17 GIRD POINT U.1-8.6 (S. SITE GRID)
3
97
24.4
94.1
1333
5TH BLDG, PAD 17 GIRD POINT U.6-9,4 (S. SITE GRID)
1
99.2
23.1
94
1334
6TH BLDG. PAD 17 GIRD POINT U.7-9.6 (S. SITE GRID)
3
97.6
23.7
947
1335
7TH BLDG. PAD 17 GIRD POINT U.1-8.5 (S. SITE GRID)
3
98.4
23.4
95.4
1336
8TH BLDG, PAD 17 GIRD POINT U.5-8.2 (S. SITE GRID)
3
97.2
23.8
94 3
1337
7TH BLDG. PAD 17 GIRD POINT U-9 7 (S SITE GRID)
1
98.2
23.1
93.1
1338
8TH BLDG. PAD 17 GIRD POINT U.245 (S. SITE GRID)
3
96.9
23.6
94
1339
9TH BLDG. PAD 17 GIRD POINT U.6-8.1 (S. SITE GRID)
1
98.5
23
93.4
1340
10TH BLDG. PAD 17 GIRD POINT U.4-8.6 (S. SITE GRID)
3
97.3
23.4
94.4
1341
9TH BLDG. PAD 17 GIRD POINT U.3-9.4 (S. SITE GRID)
3
97
23.6
94.1
1342
10TH BLDG. PAD 17 GIRD POINT U.2-9.6 (S. SITE GRID)
3
98.7
23.3
95.7
1343
11TH BLDG, PAD 17 GIRD POINT U.7-8.7 (S. SITE GRID)
1
99.6
23
94.4
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. 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.dallasfar.go.com
2324 F abens Rd. •Dallas, Texas 7522:
1PAR00 CONI6 7ITAWT.S, tarp. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 3/8/2017
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
1344 11TH BLDG. PAD 17 GIRD POINT U.2-9.4 (S. SITE GRID) 1 99.1 22.9 93.9
1345 12TH BLDG. PAD 11 GIRD POINT X.6-34.6 (N. SITE GRID) 5 100.4 21 94.6
1346 13TH BLDG. PAD 11 GIRD POINT X.7-34.4 (N. SITE GRID) 2 108.7 17.9 93.4
1347 12TH BLDG. PAD 11 GIRD POINT W.6-35.2 (N. SITE GRID) 5 100.1 20.8 94.3
1348 13TH BLDG. PAD 11 GIRD POINT W.2-35.8 (N. SITE GRID) 2 109.2 16.6 93.8
1349 SG BLDG- PAD 11 GIRD POINT W-33.5 (N. SITE GRID) 1 98.2 23.2 93.1
1350 SG BLDG. PAD 11 GIRD POINT V.8-35 (N. SITE GRID) 1 98.5 22.9 93.4
1351 1ST BLDG. PAD 11 GIRD POINT W.1-33.6 (N. SITE GRID) 2 109.3 14.8 93.9
1352 2ND BLDG. PAD 11 GIRD POINT W.3-33.4 (N. SITE GRID) 2 108.6 15.1 93.3
1353 IST BLDG. PAD 11 GIRD POINT V.5-35.2 (N_ SITE GRID) 5 101 20.8 95.2
1354 2ND BLDG. PAD 11 GIRD POINT V.4-35.8 (N. SITE GRID) 2 108.3 16 93
1355 3RD BLDG. PAD 11 GRID POINT W.9-33.4 (N. SITE GRID) 2 109.2 16.8 93.8
1356 4TH BLDG. PAD 11 GRID POINT W.2-33.5 (N. SITE GRID) 2 108.9 17.6 93.6
1357 3RD BLDG. PAD 11 GRID POINT V-35.6 (N. SITE GRID) 2 109.6 17 94.2
1358 4TH BLDG. PAD 11 GRID POINT W.9-33 (N. SITE GRID) 8 110 14.3 95.7
1359 5TH BLDG. PAD 11 GRID POINT V-35.6 (N. SITE GRID) 8 109.3 14.1 95
1360 5TH BLDG. PAD 11 GRID POINT W.5-33.5 (N. SITE GRID) 2 108.4 18.7 93.1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo Vonsuft tris, 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.
Ga 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 arc 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.dallasfarpo.com