HomeMy WebLinkAboutFargo Consultants, Inc. - 3/14/20170'�?oo 2324 Fabens Rd- • Dallas, Texas 75225
r•Ntiio t3D739VY:i'Abi'1'�, iNn. "Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of
Tested For: JLB Partners, LP Date Performed: 3/14/2017
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
Moisture -Density Relations
Proctor No.
Material Description Opt. MQ1%) Max DD (pcq DD Range (%) MCRange
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
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
1443
1ST
BLDG. PAD 9 GRID POINT U.6-45.5 (N. SITE GRID)
3
96.5
24.5
93.6
1444
2ND
BLDG. PAD 9 GRID POINT U.4-45.4 (N. SITE GRID)
5
98.9
22.9
93.2
1445
IST
BLDG. PAD 9 GRID POINT T.6-47.8 (N. SITE GRID)
5
98.7
23.8
93
1446
2ND
BLDG. PAD 9 GRID POINT T.5-474 (N. SITE GRID)
5
99.6
22.2
93.9
1447
3RD
BLDG. PAD 9 GRID POINT U.4-45.7 (N. SITE GRID)
5
99.9
22.6
94.2
1448
4TH
BLDG, PAD 9 GRID POINT U 7-45.9 (N. SITE GRID)
5
100.1
23.4
94.3
1449
3RD
BLDG. PAD 9 GRID POINT T.4-47.4 (N. SITE GRID)
5
99
23.1
93.3
1450
4TH
BLDG. PAD 9 GRID POINT T.6-47.8 (N. SITE GRID)
5
100.2
22.2
94.4
1451
5TH
BLDG, PAD 9 GRID POINT U.7-45.5 (N. SITE GRID)
5
99.8
23.3
94.1
1452
6TH
BLDG. PAD 9 GRID POINT U-45.7 (N. SITE GRID)
5
101.1
21.6
95.3
1453
5TH
BLDG. PAD 9 GRID POINT T.6-47..6 (N. SITE GRID)
5
100.8
23
95
1454
6TH
BLDG PAD 9 GRID POINT T.7-47.4 (N. SITE GRID)
5
100.6
22.3
94.8
1455
7TH
BLDG. PAD 9 GRID POINT U.9-45.5 (N. SITE GRID)
1
99.5
23.9
94.3
1456
8TH
BLDG. PAD 9 GRID POINT U.4-45.7 (N. SITE GRID)
5
99.8
22.3
94.1
1457
7TH
BLDG. PAD 9 GRID POINT T.6-47.6 (N. SITE GRID)
1
98.3
23.6
93.2
1458
8TH
BLDG. PAD 9 GRID POINT T.4-47.4 (N. SITE GRID)
5
98.7
23.4
93
1459
9TH
BLDG. PAD 9 GRID POINT U.6-45.6 (N. SITE GRID)
3
96.2
25.1
93.3
1460
9TH
BLDG. PAD 9 GRID POINT T2-47.1 (N SITE GRID)
3
97.8
24.6
94.9
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 • Construction Materials Testing • Environmental Services
wwiv. dallasfarQo. com
YARG040NS ULTA•-Xi. a, VO.
2324 Fabens Rd. - Dallas, 'Texas 7522:
'Tel. 214-352-4100 Fax.. 214-352-4811
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 Malerials Tee -ling • Environmental Services
www.dallasfarfo.com
REPORT OF FIELD COMPACTION
Page 2 of
Tested For: JLB Partners, LP
Date Performed: 3/14/2017
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.
(Pcfl
Moisture
Density
1461
4TH
BLDG. PAD 10 GRID POINT W 6-42.7 (N. SITE GRID)
3
96.8
23.7
93.9
1462
5TH
BLDG- PAD 10 GRID POINT W.3-42.6 (N. SITE GRID)
3
96.2
24.4
93.3
1463
4TH
BLDG. PAD 10 GRID POINT V.7-43.7 (N. SITE GRID)
1
98.9
23.2
93.7
1464
5TH
BLDG. PAD 10 GRID POINT V.6-43.2 (N. SITE GRID)
3
97.1
24.3
94.2
1465
6TH
BLDG. PAD 10 GRID POINT W.4-42.7 (N. SITE GRID)
3
98.4
24.9
95.4
1466
7TH
BLDG. PAD 10 GRID POINT W_6-42.4 (N. SITE GRID)
3
97.5
24.3
94.6
1467
6TH
BLDG. PAD 10 GRID POINT V.7-43.6 (N. SITE GRID)
3
98.7
24.6
95.7
1468
7TH
BLDG. PAD 10 GRID POINT V.6-43.6 (N. SITE GRID)
3
97.9
24.8
95
1469
8TH
BLDG. PAD 10 GRID POINT W.4-42 (N. SITE GRID)
5
100.4
21.9
94.6
1470
9TH
BLDG. PAD 10 GRID POINT W.9-42.4 (N- SITE GRID)
5
99.6
22.8
93.9
1471
8TH
BLDG. PAD 10 GRID POINT V.6-43.8 (N. SITE GRID)
3
97.3
24.9
94.4
1472
9TH
BLDG. PAD 10 GRID POINT V.4-43.4 (N. SITE GRID)
5
98.7
23.1
93
1473
10TH
BLDG. PAD 10 GRID POINT W.1-42.6 (N. SITE GRID)
3
96.7
23.7
93.8
1474
11TH
BLDG. PAD 10 GRID POINT W.8-42.1 (N. SITE GRID)
3
96.1
24.1
93.2
1475
10TH
BLDG. PAD 10 GRID POINT V.2-43.6 (N, SITE GRID)
3
97.2
23-5
94.3
1476
11TH
BLDG. PAD 10 GRID POINT V.6-43.1 (N. SITE GRID)
3
97.8
23.3
94.9
1477
12TH
BLDG. PAD 10 GRID POINT W.7-42.7 (N. SITE GRID)
5
99.4
22.7
93.7
1478
13TH
BLDG. PAD 10 GRID POINT W.6-42.6 (N. SITE GRID)
1
100.2
23.2
95
1479
12TH
BLDG. PAD 10 GRID POINT V-43.1 (N. SITE GRID)
1
100.4
23
95.2
1480
13TH
BLDG. PAD 10 GRID POINT V.4-43.7 (N. SITE GRID)
5
100.6
22.8
94.8
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 Malerials Tee -ling • Environmental Services
www.dallasfarfo.com
rML00 CDN 3 UTMA NTS, IN eJ
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd.. Dallas Texas 75225
Tel. 214-352-4100 1 ax. 214-352-4811
Page 3 of 3
Date Performed: 3/14/2017
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
Source of Compaction Requirements: Geotechnical Report
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Respectfully Submitted,
y
ores f u ts, Inc
r��
ymartierials
Moore, CET
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.dallai-farfo.com