HomeMy WebLinkAboutFargo Consultants, Inc. - 3/15/2017F.�7U0
FARC.O CONT-.Ur.TANT6, INC.
2324 Fabens Rd. • Dallas, Texas 75225
•1'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 3/15/2017
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. MQ%o) 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
No.
/Lift
Location
No
(pcfi
Moisture
Density
1481
10TH
BLDG. PAD 9 GRID POINT U.4-45.5 (N. SITE GRID)
3
97
24.6
94.1
1482
11TH
BLDG PAD 9 GRID POINT U.5-45.4 (N. SITE GRID)
3
98.3
24.2
95.3
1483
10TH
BLDG, PAD 9 GRID POINT T.6-47.6 (N. SITE GRID)
3
96.5
24.8
93.6
1484
11TH
BLDG. PAD 9 GRID POINT 1-47.2 (N SITE GRID)
3
97.7
23.9
94.8
1485
12TH
BLDG. PAD 9 GRID POINT U.6-45.8 (N. SITE GRID)
3
98.1
24.7
95.2
1486
13TH
BLDG. PAD 9 GRID POINT U.7-45 5 (N. SITE GRID)
1
98.9
23.9
93.7
1487
12TH
BLDG PAD 9 GRID POINT T.2-47 4 (N. SITE GRID)
3
98.5
24.4
95.5
1488
13TH
BLDG PAD 9 GRID POINT T.6-47.6 (N. SITE GRID)
1
98.3
23.2
93.2
1489
SG
BLDG PAD 10 GRID POINT V-41.4 (N. SITE GRID)
1
99.1
23.3
93.9
1490
SG
BLDG PAD 10 GRID POINT U.5A2.9 (N. SITE GRID)
3
96.3
23.9
93.4
1491
1ST
BLDG. PAD 10 GRID POINT UAA2 4 (N SITE GRID)
3
96.1
23.4
93.2
1492
2ND
BLDG. PAD 10 GRID POINT U 1.42 6 (N SITE GRID)
3
97.5
23.7
94.6
1493
1ST
BLDG PAD 10 GRID POINT V 9-41 7 (N SITE GRID)
1
98.3
23.6
93.2
1494
2ND
BLDG PAD 10 GRID POINT V.441 1 (N. SITE GRID)
3
96.8
23.9
93.9
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 • Conslruclion Malerials Tesling • Enpironrreental Seivices
www.dallasfarffo.com
P Q
FARO0 CON QS rl TA N9.'a. IN Cl.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Pabens Rd. • llallas, Tcxas. 75225
Tel. 214-352-4100 Pax. 214-352-4811
Page 2 of 2
Date Performed: 3/15/2017
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
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo Consultants, 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.
try Moore, CET
Materials 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