HomeMy WebLinkAboutFargo Consultants, Inc. - 3/10/2017M�Go� 2324 Fabcns Rd. • DDallax, Texas 7522:
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REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 3/10/2017
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(016) Max. DD (pcn 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
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
1384
5TH BLDG. PAD 19 GRID POINT N.1-36.5 (N. SITE GRID)
1
100.3
22.9
95.1
1385
6TH BLDG. PAD 19 GRID POINT 0.6-36.3 (N SITE GRID)
3
98.1
23.4
95.2
1386
7TH BLDG. PAD 19 GRID POINT 0.4-36.7 (N SITE GRID)
3
99.2
23.6
96.2
1387
8TH BLDG. PAD 19 GRID POINT N.6-36.8 (N. SITE GRID)
1
99.8
22.9
94.6
1388
9TH BLDG. PAD 19 GRID POINT N-36 5 (N. SITE GRID)
1
100.5
23.1
95.3
1389
10TH BLDG. PAD 19 GRID POINT 0.1-36.3 (N. SITE GRID)
3
97.8
23.4
94.9
1390
11TH BLDG. PAD 19 GRID POINT 0.7-36.7 (N. SITE GRID)
3
97.4
23.6
94.5
1391
12TH BLDG. PAD 19 GRID POINT N,7-36.3 (N. SITE GRID)
1
99.5
23.2
94.3
1392
13TH BLDG. PAD 19 GRID POINT N-36.4 (N SITE GRID)
1
100.1
23.5
94.9
1393
SG BLDG. PAD 19 GRID POINT N.6-37.3 (N. SITE GRID)
4
91.3
26.4
94.3
1394
1ST BLDG. PAD 11 GRID POINT U 4-34.7 (N. SITE GRID)
8
110.1
14.8
95.7
1395
2ND BLDG. PAD 11 GRID POINT U.9-34.6 (N. SITE GRID)
5
101.7
21.5
95.9
1396
3RD BLDG. PAD 11 GRID POINT U.7-34.4 (N. SITE GRID)
5
100.4
22.3
94.6
1397
4TH BLDG. PAD 11 GRID POINT U.9-34 6 (N. SITE GRID)
5
102.1
21.5
96.2
1398
5TH BLDG. PAD 11 GRID POINT U.1-34.7 (N. SITE GRID)
5
102.8
21.2
96.9
1399
6TH BLDG. PAD 11 GRID POINT U.7-34.3 (N. SITE GRID)
5
102.2
20.9
96.3
1400
7TH BLDG. PAD 11 GRID POINT U.9-34.1 (N. SITE GRID)
5
99.3
22.8
93.6
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
�0 2324 Fabens Rd- • Dollxs Texas 7522;
Faoxrgtrrxnxzs. xric Tei. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/10/2017
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-5001EZ
Probe Depth: 8 Inches
Test Elevation
Proctor
DryDensity Percent Percent
ILirt Location
No.
(pcfi Moisture Density
No.
1401 8TH BLDG. PAD 11 GRID POINT U.1-34.6 (N. SITE GRID)
5
98.9 23 93.2
1402 9TH BLDG. PAD 11 GRID POINT U.9-34.1 (N. SITE GRID)
5
99.1 22.6 93.4
1403 10TH BLDG. PAD 11 GRID POINT LIA-34.2 (N. SITE GRID)
3
97.4 24.4 94.5
1404 1ST BLDG. PAD 19 GRID POINT N.9-37.5 (N. SITE GRID)
4
90.7 27.8 93.7
1405 2ND BLDG. PAD 19 GRID POINT N.7-37,3 (N. SITE GRID)
4
92.4 26.6 95.5
1406 3RD BLDG. PAD 19 GRID POINT N-37,8 (N. SITE GRID)
3
96.1 24.5 93.2
1407 4TH BLDG. PAD 19 GRID POINT N.6-37,4 (N, SITE GRID)
3
97.7 23.3 94.8
1408 5TH BLDG. PAD 19 GRID POINT N.7-37.4 (N. SITE GRID)
3
97.4 23.6 94.5
1409 6TH BLDG. PAD 19 GRID POINT N.4-37.6 (N. SITE GRID)
3
99.9 23.5 96.9
1410 7TH BLDG. PAD 19 GRID POINT N,6-37.4 (N. SITE GRID)
1
98.7 23.1 93.6
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.
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CET
;;77mooLre,
aterials Testing Division
I
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.
Geotecbnical Engineering • Construction Alatet-ials Testing • Environmental Services
www.dallasfarivo.com