HomeMy WebLinkAboutFargo Consultants, Inc. - 3/3/2017 (3).= _..
2324 Fabcns Rd. ' Dallas, Tcxas 75225
7�5snpo aorrsvrTAN- n, rtrr.. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 3/3/2017
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. '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.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dalla.ffarffo.com
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
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
(pcfi
Moisture Density
1229
3RD
BLDG PAD 17GRID POINT Q.1-9 (S SITE GRID)
4
93.1
27.7
96.2
1230
4TH
BLDG PAD 17 GRID POINT Q 5-9 4 (S SITE GRID)
3
97.3
23.9
94.4
1231
3RD
BLDG. PAD 17 GRID POINT Q 2-8.4 (S SITE GRID)
4
93.5
26.4
96.6
1232
4TH
BLDG. PAD 17 GRID POINT Q.7-8.9 (S SITE GRID)
3
96.1
23.4
932
1233
5TH
BLDG PAD 17 GRID POINT Q.6-9.1 (S SITE GRID)
3
96.7
23.7
93.8
1234
6TH
BLDG PAD 17 GRID POINT Q 6-9.4 (S. SITE GRID)
3
96.9
23.5
94
1235
5TH
BLDG. PAD 17 GRID POINT Q 1-8.6 (S SITE GRID)
3
97.2
238
943
1236
6TH
BLDG. PAD 17 GRID POINT Q 7-8.7 (S SITE GRID)
3
97
23.6
94.1
1237
7TH
BLDG. PAD 17 GRID POINT Q 6-9 1 (S. SITE GRID)
3
96.2
24.4
93.3
1238
8TH
BLDG. PAD 17 GRID POINT Q-9.6 (S SITE GRID)
3
96.8
23.5
93.9
1239
7TH
BLDG. PAD 17 GRID POINT Q.4-8.1 (S. SITE GRID)
3
96
24.8
93.1
1240
8TH
BLDG PAD 17 GRID POINT Q 4-3,5 (S. SITE GRID)
3
97.3
24.2
944
1241
9TH
BLDG. PAD 17 GRID POINT Q.6-9.7 (S. SITE GRID)
1
98.2
231
93.1
1242
10TH
BLDG PAD 17 GRID POINT Q.7-9.4 (S. SITE GRID)
3
97.8
24.2
94.9
1243
9TH
BLDG. PAD 17 GRID POINT Q./-8 9 (S SITE GRID)
3
98
24
95.1
1244
10TH
BLDG PAD 17 GRID POINT Q.4-8 (S SITE GRID)
1
98.4
22.9
93.3
1245
11TH
BLDG. PAD 17 GRID POINT Q 4-9.7 (S SITE GRID)
1
98.1
23.2
93
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.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dalla.ffarffo.com
j2z? 0 2324 Pabens Rd.. Dallas,1'exas 7522;
Fanao corrsuT,TANTs, Trrc, 'fel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/3/2017
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
1246 12TH BLDG. PAD 17 GRID POINT Q-9.9 (S. SITE GRID)
1
98.5 22.9 93.4
1247 11TH BLDG. PAD 17 GRID POINT Q.4-8.7 (S. SITE GRID)
3
99.3 23.8 96.3
1248 12TH BLDG. PAD 17 GRID POINT Q.8-8.1 (S. SITE GRID)
1
98.2 23.3 93.1
1249 3RD BLDG, PAD 11 GRID POINT Z.1-35.8 (N. SITE GRID)
5
99.8 21.6 94.1
1250 4TH BLDG. PAD 11 GRID POINT Z.6-35 (N. SITE GRID)
5
100.2 21.2 94.4
1251 3RD BLDG. PAD 11 GRID POINT Y.4-36,1 (N. SITE GRID)
5
101.4 21.4 95.6
1252 4TH BLDG. PAD 11 GRID POINT Y-36.4 (N. SITE GRID)
5
101:9 20.9 96
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargn onsultanls, 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.
7at
Moore, CET
erials 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.
Geoleelinical En,gineerin� • COnJtillctiOYl Matetzah Teatin� • Lnuironmentul Services
www.dallasfarQo.com