HomeMy WebLinkAboutFargo Consultants, Inc. - 2/22/2017f . .
W14WL�Go WANE- 2324 1'abens Rd. Dallas.;Texas 75225
rnrcuo aorrsvrmentarg, xcva. Tel. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION Page I oft
Tested For: JLB Partners, LP Date Performed: 2/22/2017
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 (pc, f) 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
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
971
5TH
BLDG. PAD 14 GRID POINT V.5-19.5 (N. SITE GRID)
1
98.1
22.9
93
972
6TH
BLDG. PAD 14 GRID POINT V.5-19.1 (N. SITE GRID)
5
102.1
21.9
96.2
973
7TH
BLDG. PAD 14 GRID POINT V.4-19 (N SITE GRID)
5
101.6
20.9
95.8
974
5TH
BLDG. PAD 14 GRID POINT U.7-19 4 (N. SITE GRID)
1
98.4
23.5
93.3
975
6TH
BLDG. PAD 14 GRID POINT U.2-19.6 (N. SITE GRID)
5
101.1
21.6
95.3
976
7TH
BLDG. PAD 14 GRID POINT U.7-19.1 (N. SITE GRID)
5
100.9
22.4
95.1
977
8TH
BLDG. PAD 14 GRID POINT V.6-19 6 (N SITE GRID)
5
101.4
21.7
95.6
978
9TH
BLDG. PAD 14 GRID POINT V.4-19.1 (N. SITE GRID)
5
99.6
21.1
93.9
979
8TH
BLDG. PAD 14 GRID POINT U.7-19.4 (N. SITE GRID)
5
102
21.3
96.1
980
9TH
BLDG. PAD 14 GRID POINT U.4-19.6 (N. SITE GRID)
3
100.8
23.4
97.8
981
10TH
BLDG. PAD 14 GRID POINT V.1-19.4 (N. SITE GRID)
1
101
22.9
95.7
982
11TH
BLDG. PAD 14 GRID POINT V.2-19.7 (N. SITE GRID)
1
98.4
23.1
93.3
983
10TH
BLDG. PAD 14 GRID POINT U.7-19.6 (N SITE GRID)
3
99.1
24
96.1
984
11TH
BLDG. PAD 14 GRID POINT U.8-19 (N. SITE GRID)
1
99.8
23.4
94.6
985
1ST
BLDG. PAD 17 GRID POINT K.4-10.1 (S. SITE GRID)
1
100.7
22.9
95.5
986
2ND
BLDG. PAD 17 GRID POINT K.1-10 (S. SITE GRID)
3
95.9
24.2
93
987
1ST
BLDG, PAD 17 GRID POINT M.6-10.7 (S. SITE GRID)
1
99.2
23A
94
988
2ND
BLDG. PAD 17 GRID POINT M.4-10.6 (S. SITE GRID)
3
96.7
23.3
93.8
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 Materials Testing • Environmental Servicer
www.dallasfarffo.com
■ ■MWW_d=C70 2324 l�abens Rd. • Dallas 'Texas 7522E
FAredo CObMUWANTS, MO. Tel. 214-352-4100 Fax. 214-352-4811
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargofilonsultants, 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.
C y Moore, CET
aterials 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 qualifies 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 Matetzals Testing • Environmental Service
www.dallasfarfo.com
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested
For: JLB
Partners, LP
Date Performed: 2/22/2017
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
ILift
Location
No.
(pcfi
Moisture Density
No.
989
3RD
BLDG. PAD 17 GRID POINT K.4-10.1 (S. SITE GRID)
3
97.1
23.5
94.2
990
4TH
BLDG. PAD 17 GRID POINT K.7-10.7 (S. SITE GRID)
3
99.5
23.3
96.5
991
3RD
BLDG. PAD 17 GRID POINT M.6-10.6 (S. SITE GRID)
1
98.7
22.9
93.6
992
4TH
BLDG. PAD 17 GRID POINT M.2-10.4 (S. SITE GRID)
1
101.1
23
95.8
993
5TH
BLDG. PAD 17 GRID POINT K.7-10,6 (S. SITE GRID)
3
99.1
23.3
96.1
994
5TH
BLDG. PAD 17 GRID POINT M.9-10 (S. SITE GRID)
3
98.4
23.5
95.4
995
6TH
BLDG. PAD 17 GRID POINT K.1-10.4 (S. SITE GRID)
3
97.7
23.4
94.8
996
7TH
BLDG. PAD 17 GRID POINT K.6-10.6 (S. SITE GRID)
3
98.6
24.3
95.6
997
6TH
BLDG. PAD 17 GRID POINT M.1-10.1 (S. SITE GRID)
3
97.4
23.6
94.5
998
7TH
BLDG. PAD 17 GRID POINT M.6-10,7 (S. SITE GRID)
3
99.6
23.5
96.6
999
8TH
BLDG. PAD 17 GRID POINT K.7-10.6 (S. SITE GRID)
3
100.8
23.3
97.8
1000
9TH
BLDG. PAD 17 GRID POINT K 6-10.1 (S. SITE GRID)
1
100.9
24.3
95.6
1001
8TH
BLDG. PAD 17 GRID POINT M.1-10 (S. SITE GRID)
3
98.8
23.7
95.8
1002
9TH
BLDG. PAD 17 GRID POINT M.6-10.7 (S. SITE GRID)
3
98.9
23.3
95.9
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargofilonsultants, 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.
C y Moore, CET
aterials 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 qualifies 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 Matetzals Testing • Environmental Service
www.dallasfarfo.com