HomeMy WebLinkAboutFargo Consultants, Inc. - 3/20/2017F. q0 2324 Fabens Rd. • Dallas, Texas 7522:
VARGO CONfgUIXAWT4,siva. M TcL 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 2
Tested For: JLB Partners, LP Date Performed: 3/20/2017
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. 'fest 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
Moisture -Density Relations
Proctor
No.
Material Description Opt. MC(Yo) 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfi
Moisture Density
1559
4TH
BLDG. PAD 10 GRID POINT T.6-40 1 (N. SITE GRID)
3
96.6
24.2
93.7
1560
5TH
BLDG PAD 10 GRID POINT T.1-40.6 (N. SITE GRID)
4
91.9
26.5
94.9
1561
4TH
BLDG PAD 10 GRID POINT T.7-41 7 (N. SITE GRID)
3
96.1
24.6
93.2
1562
5TH
BLDG PAD 10 GRID POINT T 4-41 1 (N. SITE GRID)
3
97
23.9
94.1
1563
6TH
BLDG PAD 10 GRID POINT T.6-40.6 (N. SITE GRID)
3
98.9
23.6
95.9
1564
7TH
BLDG. PAD 10 GRID POINT T.3-40.1 (N. SITE GRID)
5
100.3
22.2
94.5
1565
6TH
BLDG. PAD 10 GRID POINT T.1-41.7 (N. SITE GRID)
5
99.6
21.4
93.9
1566
7TH
BLDG PAD 10 GRID POINT T.7-41.6 (N. SITE GRID)
3
99.2
24.8
96.2
1567
8TH
BLDG PAD 10 GRID POINT T.6-40 4 (N SITE GRID)
1
99.6
22.9
94.4
1568
9TH
BLDG PAD 10 GRID POINT T 4-40.6 (N SITE GRID)
5
98.8
21.7
93.1
1569
8TH
BLDG PAD 10 GRID POINT T 6-41.1 (N. SITE GRID)
1
98.9
23.3
93.7
1570
9TH
BLDG PAD 10 GRID POINT T 7-41.1 (N SITE GRID)
3
98.1
23.7
95.2
1571
10TH
BLDG. PAD 10 GRID POINT T 1-40 7 (N SITE GRID)
3
98.3
24.4
95.3
1572
11TH
BLDG. PAD 10 GRID POINT T.6-40 6 (N SITE GRID)
3
97.6
24.8
94.7
1573
10TH
BLDG. PAD 10 GRID POINT T.4-41 1 (N. SITE GRID)
3
96.8
23.9
93.9
1574
11TH
BLDG. PAD 10 GRID POINT T.6-41 (N. SITE GRID)
3
96.2
25.1
93.3
1575
12TH
BLDG. PAD 10 GRID POINT T.1-40 6 (N SITE GRID)
4
91.7
27.2
94,7
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. 'fest 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
F.�3G0 2324 1 �abens Rd. • Dallas Texas 75225
FAACid'CrOW SIOLTRb TS. INN, Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ons !tants, 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.
G Moore, CET
iaterials 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
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 3/20/2017
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
ILift
Location
No.
(pcf)
Moisture Density,
No.
1576
12TH
BLDG. PAD 10 GRID POINT T.6-41.7 (N. SITE GRID)
4
92.9
26.8
96
1577
SG
BLDG. PAD 9 GRID POINT R.7-44.6 (N. SITE GRID)
3
96.7
23.5
93.8
1578
SG
BLDG PAD 9 GRID POINT Q.6-45.1 (N. SITE GRID)
3
97.1
23.9
94.2
1579
1ST
BLDG. PAD 9 GRID POINT R.3-44.7 (N. SITE GRID)
1
98.8
23.2
93.6
1580
2ND
BLDG. PAD 9 GRID POINT R-44 6 (N. SITE GRID)
3
98
23.3
95.1
1581
1ST
BLDG, PAD 9 GRID POINT Q.1-45.1 (N. SITE GRID)
3
97.6
23.7
94.7
1582
2ND
BLDG. PAD 9 GRID POINT Q.6-45 (N. SITE GRID)
1
98.5
23.4
93.4
1583
3RD
BLDG. PAD 9 GRID POINT R.1-44.7 (N. SITE GRID)
3
96.6
24.4
93.7
1584
4TH
BLDG. PAD 9 GRID POINT R.7-44.6 (N. SITE GRID)
3
97.1
24
94.2
1585
3RD
BLDG. PAD 9 GRID POINT Q-45.1 (N. SITE GRID)
3
97.7
23.6
94.8
1586
4TH
BLDG. PAD 9 GRID POINT Q.6-45.6 (N. SITE GRID)
3
96.1
24.7
93.2
1587
5TH
BLDG. PAD 9 GRID POINT R.1-44.7 (N. SITE GRID)
5
99.1
22.4
93,4
1588
6TH
BLDG. PAD 9 GRID POINT R.9-44.6 (N. SITE GRID)
5
995
22.1
93.8
1589
5TH
BLDG. PAD 9 GRID POINT Q,1-45.1 (N. SITE GRID)
1
98.6
23
93.5
1590
6TH
BLDG. PAD 9 GRID POINT Q-45,8 (N. SITE GRID)
5
98.8
22.9
93.1
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo ons !tants, 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.
G Moore, CET
iaterials 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