HomeMy WebLinkAboutFargo Consultants, Inc. - 3/11/2017 (3)aa"C70
I11111110r.. 2324 Fabcns Rd. Dallas, "Texas 75225
PA"O CDtii'fITMANTS, INC, Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 3/11/2017
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
6
Tannish Brown CLAYEY SAND - Select Fill
11.1 116.8
Min. 95
-2 to +2
7
Brown CLAYEY SAND - Select Fill
14.3 114
Min. 95
-2 to +2
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
1411
11 TH BLDG. PAD 11 GRID POINT U..5-34.1 (N. SITE GRID)
8
111.2
14.1
96.7
1412
12TH BLDG. PAD 11 GRID POINT U..2-34.3 (N. SITE GRID)
8
110.6
15
96.2
1413
13TH BLDG. PAD 11 GRID POINT U.6-34 (N. SITE GRID)
8
110.3
14.8
95.9
1414
FG BLDG. PAD 17 GRID POINT M.3--14 (S. SITE GRID)
7
112
13.9
98.2
1415
FG BLDG. PAD 17 GRID POINT L.4-11 (S. SITE GRID)
6
112.2
12.1
96.1
1416
FG BLDG. PAD 17 GRID POINT L.3-9 (S. SITE GRID)
7
109.1
12.5
95.7
1417
FG BLDG. PAD 17 GRID POINT M.1-8 (S. SITE GRID)
7
108.4
13.8
95.1
1418
FG BLDG. PAD 17 GRID POINT Q.5-9.2 (S. SITE GRID)
6
112.69
12.2
96.5
1419
FG BLDG. PAD 17 GRID POINT P.1-8.4 (S. SITE GRID)
6
1139
12.3
97.5
1420
FG BLDG. PAD 17 GRID POINT R.2-9.6 (S. SITE GRID)
7
109.2
12.6
95.8
1421
FG BLDG. PAD 17 GRID POINT S-8.1 (S. SITE GRID)
7
109.6
12.7
96.1
1422
FG BLDG. PAD 17 GRID POINT T.6-9.5 (S. SITE GRID)
7
111.2
15.9
97.5
1423
FG BLDG. PAD 17 GRID POINT U.5-8.6 (S. SITE GRID)
7
110.9
14.8
97.3
1424
8TH BLDG. PAD 19 GRID POINT N.4-37.4 (N. SITE GRID)
3
98.1
23.3
95.2
1425
9TH BLDG. PAD 19 GRID POINT N.6-37.9 (N. SITE GRID)
1
98.4
22.9
93.3
1426
10TH BLDG. PAD 19 GRID POINT N.1-37 (N. SITE GRID)
3
97
23.6
94.1
1427
11TH BLDG. PAD 19 GRID POINT N.8-37.4 (N_ SITE GRID)
3
96.2
24.1
93.3
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 Services
www.dallasfarFo.com
0 2324 Pabcns Rd. • Dal]as.'Fcxas 75225
aparusA ❑nxrsorrrnrrrs. INC. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/11/2017
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
Test Elevation
Proctor
DryDensity Percent Percent
No. (Lift Location
No.
(pcfi Moisture Density
1428 12TH BLDG. PAD 19 POINT N.6-37.6 IN. SITE GRID)
3
95.9 24.9 93
1429 13TH BLDG. PAD 19 GRID POINT N.4-37.7 (N. SITE GRID)
3
97.9 23.3 95
1430 FG BLDG. PAD 14 GRID POINT R.6-13.6 (N. SITE GRID)
7
111.8 13.9 98.1
1431 FG BLDG. PAD 14 GRID POINT S.6-12.1 (N. SITE GRID)
6
114 12.4 97.6
1432 FG BLDG. PAD 14 GRID POINT T.4-14.7 (N. SITE GRID)
6
114.3 12.1 97.9
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Far7A441
o 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.
�Wry Moore, CET
terials 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.dalla.rfarfo.com