HomeMy WebLinkAboutFargo Consultants, Inc. - 3/7/2017 (2)_.00
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2324 Fabens Rd. - I)allas,'Pexas 75225
"Pel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 3/7/2017
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
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 Servicer
www.dallasfarfo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(Yo) 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
5
Reddish Brown SANDY CLAY with Brown and Tan CLAY (mix) 16.8
106.1
93 to 98
at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcf)
Moisture Density
1305
11TH
BLDG. PAD 17 GRID POINT S.1-8.1 (S. SITE GRID)
3
96.9
23.9
94
1306
12TH
BLDG. PAD 17 GRID POINT S.6-8 (S. SITE GRID)
1
98.5
23.1
93.4
1307
11TH
BLDG. PAD 17 GRID POINT S.5-9.5 (S. SITE GRID)
3
96.1
24.3
93.2
1308
12TH
BLDG. PAD 17 GRID POINT S.6-9.2 (S. SITE GRID)
3
96.6
23.8
93.7
1309
13TH
BLDG. PAD 17 GRID POINT S.1-8.7 (S. SITE GRID)
1
98.2
23
93.1
1310
13TH
BLDG. PAD 17 GRID POINT S.7-9.6 (S. SITE GRID)
3
97.9
23.5
95
1311
SG
BLDG. PAD 17 GRID POINT U-8.2 (S. SITE GRID)
4
92.7
26.8
95.8
1312
SG
BLDG. PAD 17 GRID POINT U.6-9.4 (S. SITE GRID)
4
91.9
26.5
94.9
1313
1ST
BLDG. PAD 17 GRID POINT U.2-8.5 (S. SITE GRID)
1
99.8
23
94.6
1314
2ND
BLDG. PAD 17 GRID POINT U.6-8.7 (S. SITE GRID)
3
97.1
23.4
94.2
1315
1 DT
BLDG. PAD 17 GRID POINT U.2-9.6 (S. SITE GRID)
1
98.6
22.9
93.5
1316
2ND
BLDG. PAD 17 GRID POINT U.4-9.7 (S. SITE GRID)
1
98.1
23.2
93
1317
6TH
BLDG. PAD 11 GRID POINT X.6-34 (N. SITE GRID)
5
103.1
21
97.2
1318
7TH
BLDG. PAD 11 GRID POINT x7-34.6 (N. SITE GRID)
5
100.2
23.4
94.4
1319
6TH
BLDG PAD 11 GRID POINT W.3-35.4 (N. SITE GRID)
5
102.4
21.2
96.5
1320
7TH
BLDG. PAD 11 GRID POINT W.1-35.8 (N. SITE GRID)
5
99.4
23.6
93.7
1321
8TH
BLDG. PAD 11 GRID POINT X-34.2 (N. SITE GRID)
5
101.1
21.1
95.3
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 Servicer
www.dallasfarfo.com
2324 Fabens Rd. • Dallas,'1'exas 7522:
FATco corrsvr.TA vTs, INC. 1 el. 214-352-4100 1':1x. 214-352-4811
REPORT OF FIELD COMPACTION Page 2 of 2
Tested For: JLB Partners, LP Date Performed: 3/7/2017
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 -5001 EZ
Probe Depth:8 Inches
Test Elevation Proctor DryDensity Percent Percent
No. (Lift Location No. (pcf) Moisture Density
1322 9TH BLDG. PAD 11 GRID POINT X.7-34.6 (N. SITE GRID) 5 99.6 23.2 93.9
1323 8TH BLDG. PAD 11 GRID POINT W.6-35,1 (N. SITE GRID) 5 100.6 22,3 94.8
1324 9TH BLDG. PAD 11 GRID POINT W.2-35.8 (N. SITE GRID) 5 100.9 21.7 95.1
1325 10TH BLDG. PAD 11 GRID POINT X,3-34,4 (N. SITE GRID) 5 102.2 20.8 96.3
1326 11TH BLDG. PAD 11 GRID POINT X 7-34 (N. SITE GRID) 5 100.7 21.1 94.9
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo onsultants, fire.Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
IM:
y Moore, CET
ierials 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 • Construction Materials Testing • Environmental Services
www.dallasfarffo.com