HomeMy WebLinkAboutFargo Consultants, Inc. - 3/16/2017 (2)F 0
00 ❑OWISUTZ.ANTS. INC.
2324 Pabens Rd. , Dallas, Texas 75225
Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of
Tested For: JLB Partners, LP Date Performed: 3/16/2017
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. 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
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
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
(pcfi
Moisture Density
1495
SG
BLDG. PAD 9 GRID POINT S.8-46.7 (N. SITE GRID)
1
98.3
22.9
93.2
1496
SG
BLDG. PAD 9 GRID POINT S.4-45.6 (N. SITE GRID)
3
96.3
23.5
93.4
1497
1ST
BLDG, PAD 9 GRID POINT S.6-46 (N. SITE GRID)
5
98.7
21.7
93
1498
2ND
BLDG. PAD 9 GRID POINT S.1-46.7 (N. SITE GRID)
5
98.9
22.4
93.2
1499
1ST
BLDG. PAD 9 GRID POINT S.5-45.8 (N. SITE GRID)
5
99.2
20.9
93.5
1500
2ND
BLDG. PAD 9 GRID POINT S 7-45 5 (N. SITE GRID)
5
99.7
22.1
94
1501
3RD
BLDG. PAD 9 GRID POINT S.6-46.2 (N. SITE GRID)
3
97.6
23.9
94.7
1502
4TH
BLDG. PAD 9 GRID POINT S.4-46.4 (N. SITE GRID)
5
99.1
22.6
93.4
1503
3RD
BLDG. PAD 9 GRID POINT S.9-45.6 (N. SITE GRID)
3
97.8
24.6
94.9
1504
4TH
BLDG. PAD 9 GRID POINT S.5-45.4 (N. SITE GRID)
5
99.8
22.1
94.1
1505
5TH
BLDG. PAD 9 GRID POINT S.4-46.6 (N. SITE GRID)
5
100.2
21.2
94.4
1506
6TH
BLDG. PAD 9 GRID POINT S.6-46.7 (N. SITE GRID)
5
101
21.9
95.2
1507
5TH
BLDG. PAD 9 GRID POINT S.7-45.6 (N. SITE GRID)
3
97
23.3
94.1
1508
6TH
BLDG. PAD 9 GRID POINT S.5-45.4 (N. SITE GRID)
5
99.6
22.5
93.9
1509
3RD
BLDG. PAD 10 GRID POINT V.6-41.6 (N. SITE GRID)
4
92.4
26.7
95.5
1510
4TH
BLDG. PAD 10 GRID POINT V.341.4 (N. SITE GRID)
3
98.2
24.5
95.2
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
■_� ��� 2324 Pabens Rd. • Dallas 'Texas 7522;
■i�d?:
FAXXCLO CONSUI.TANTS. INC. 1 Cl. 214-352-4100 Fax. 214-352-481
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo C rsu�ts, 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. ---
GaMoore, 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 En,gineerin,g • Construction Materials Testing • Environmental Services
www.dallasfarfo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB Partners, LP
Date Performed: 3/16/2017
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.
(pct
Moisture
Density
1511
3RD
BLDG. PAD 10 GRID POINT U.5-42 IN, SITE GRID)
4
93.1
26.5
96.2
1512
4TH
BLDG. PAD 10 GRID POINT U.7-42.6 (N. SITE GRID)
3
97.8
24.9
94.9
1513
5TH
BLDG. PAD 10 GRID POINT V.4-41.4 IN. SITE GRID)
4
94.6
26.5
97.7
1514
6TH
BLDG. PAD 10 GRID POINT V.9-41.8 (N. SITE GRID)
3
98.1
24.6
95.2
1515
5TH
BLDG. PAD 10 GRID POINT U.8-42.6 (N, SITE GRID)
3
96.2
24.8
93.3
1516
6TH
BLDG. PAD 10 GRID POINT U.5-42.4 (N. SITE GRID)
3
97.4
23.9
94.5
1517
7TH
BLDG. PAD 10 GRID POINT V.4-41.1 (N. SITE GRID)
3
97.9
23.7
95
1518
8TH
BLDG. PAD 10 GRID POINT V.641.1 (N. SITE GRID)
3
98.1
23.5
95.2
1519
7TH
BLDG. PAD 10 GRID POINT U.6-42 (N. SITE GRID)
3
96.1
24,2
93.2
1520
8TH
BLDG. PAD 10 GRID POINT U.5-42.4 (N. SITE GRID)
3
98.6
23.9
95.6
1521
FG
BLDG. PAD 11 GRID POINT Z.4-36.4 (N. SITE GRID)
7
108.4
14.2
95.1
1522
FG
BLDG. PAD 11 GRID POINT Y.9-35 (N. SITE GRID)
7
108.6
12.5
95.3
1523
FG
BLDG. PAD 11 GRID POINT X2-36-6 (N. SITE GRID)
8
111
12.1
96.5
1524
FG
BLDG. PAD 11 GRID POINT W.8-34.4 (N. SITE GRID)
8
112.3
11.3
97.7
1525
FG
BLDG. PAD 11 GRID POINT V.6-35,7 (N. SITE GRID)
7
110.4
12.9
96.8
1526
FG
BLDG. PAD 11 GRID POINT U.4-34.6 (N. SITE GRID)
7
108.9
12.4
95.5
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo C rsu�ts, 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. ---
GaMoore, 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 En,gineerin,g • Construction Materials Testing • Environmental Services
www.dallasfarfo.com