HomeMy WebLinkAboutFargo Consultants, Inc. - 2/23/2017 (3)fi, _
P'A RPO CONSULTANTS, 1 N'..
2324 Fabens Rd. • Dallas,'fcxas 7522;
"fel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 3
Tested For: JLB Partners, LP Date Performed: 2/23/2017
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 • CortsttNction Materialr Testing • Environmental Services
www.dallasfarffo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MQ0%) 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
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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcfi
Moisture Density
1003
10TH
BLDG PAD 17 GRID POINT K 5-10,4 (S. SITE GRID)
3
983
24.2
95.3
1004
11TH
BLDG PAD 17 GRID POINT K 1-10.3 (S SITE GRID)
3
96.1
24
93.2
1005
10TH
BLDG PAD 17 GRID POINT M-10.1 (S SITE GRID)
3
963
24.3
934
1006
11TH
BLDG. PAD 17 GRID POINT M 6-10 6 (S SITE GRID)
3
959
24.6
93
1007
12TH
BLDG. PAD 17 GRID POINT K.1-10 (S. SITE GRID)
3
97.1
23.8
94.2
1008
13TH
BLDG PAD 17 GRID POINT K-10 1 (S. SITE GRID)
1
100.6
22.9
95.4
1009
12TH
BLDG PAD 17 GRID POINT M 7-10 7 (S SITE GRID)
3
98
23.3
95.1
1010
13TH
BLDG PAD 17 GRID POINT M 6-10 6 (S SITE GRID)
3
97.7
23.5
94.8
1011
SG
BLDG. PAD 17 GRID POINT K.1-9.5 (S. SITE GRID)
3
95.9
247
93
1012
SG
BLDG PAD 17 GRID POINT M.7-9.1 (S. SITE GRID)
3
964
24.1
93.5
1013
1ST
BLDG PAD 17 GRID POINT K.4-9.3 (S. SITE GRID)
3
100
23.3
97
1014
2ND
BLDG. PAD 17 GRID POINT K 1-9 7 (S. SITE GRID)
3
96
24.4
93.1
1015
1ST
BLDG PAD 17 GRID POINT M.6-9.6 (S. SITE GRID)
3
97.9
24.5
95
1016
2ND
BLDG PAD 17 GRID POINT M.7-9,5 (S, SITE GRID)
3
98.5
23.4
95.5
1017
12TH
BLDG. PAD 14 GRID POINT V.7-19 2 (N. SITE GRID)
3
97.5
23.3
94.6
1018
13TH
BLDG. PAD 14 GRID POINT V.5-19 7 (N SITE GRID)
1
98.5
22.9
93.4
1019
12TH
BLDG. PAD 14 GRID POINT U.4-19,6 (N SITE GRID)
3
97.1
23.5
94.2
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 • CortsttNction Materialr Testing • Environmental Services
www.dallasfarffo.com
■ • ■ 0 2324 habens Rd. • Dallas, 'Texas 7522:
rARUG coNSrrr.TANTINC,INCINC, fel.. 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. '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, etcc.. 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
REPORT OF FIELD COMPACTION
Page 2 of 3
Tested For: JLB Partners, LP
Date Performed: 2/23/2017
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.
(Lift
Location
No.
(Pcfi
Moisture Density
1020
13TH
BLDG. PAD 14 GRID POINT U.6-19 (N SITE GRID)
1
98.9
23
93.7
1021
SG
BLDG. PAD 14 GRID POINT V.1-17.4 (N. SITE GRID)
3
97.2
24.7
94.3
1022
SG
BLDG. PAD 14 GRID POINT U.6-17.6 (N. SITE GRID)
3
96.5
24.6
93.6
1023
IST
BLDG. PAD 14 GRID POINT V.1-17,4 (N. SITE GRID)
3
97.5
23.6
94.6
1024
2ND
BLDG. PAD 14 GRID POINT V.6-17.7 (N. SITE GRID)
1
100.2
24
95
1025
1ST
BLDG. PAD 14 GRID POINT U.9-17.6 (N. SITE GRID)
3
98.9
23.3
95.9
1026
2ND
BLDG, PAD 14 GRID POINT U.1-17.1 (N. SITE GRID)
1
99.3
23.4
94.1
1027
3RD
BLDG. PAD 14 GRID POINT V.6-17,6 (N, SITE GRID)
5
102.2
21.1
96.3
1028
4TH
BLDG. PAD 14 GRID POINT V-17 (N. SITE GRID)
5
103.7
21.5
97.7
1029
3RD
BLDG, PAD 14 GRID POINT U.4-17.6 (N. SITE GRID)
3
97.2
23.8
94.3
1030
4TH
BLDG. PAD 14 GRID POINT U.6-17.4 (N. SITE GRID)
5
103
21.8
97.1
1031
5TH
BLDG. PAD 14 GRID POINT V.4-17.2 (N. SITE GRID)
5
100
20.9
94.3
1032
6TH
BLDG, PAD 14 GRID POINT V.7-17.7 (N. SITE GRID)
5
100.3
21.4
94.5
1033
5TH
BLDG. PAD 14 GRID POINT U.3-17,3 (N SITE GRID)
1
98.6
22.9
93.5
1034
6TH
BLDG. PAD 14 GRID POINT U.4-17.5 (N. SITE GRID)
5
998
22.1
94.1
1035
FG
BLDG. PAD 13 GRID POINT H.6-22.4 (N. SITE GRID)
7
110.1
16
96.6
1036
FG
BLDG PAD 13 GRID POINT J-22 (N. SITE GRID)
7
108.5
15.4
95.2
1037
FG
BLDG. PAD 13 GRID POINT L.7-22.6 (N. SITE GRID)
7
108.3
16.3
95
1038
FG
BLDG. PAD 13 GRID POINT M.6-22.4 (N SITE GRID)
7
109.8
16.1
96.3
1039
FG
BLDG. PAD 13 GRID POINT P.7-22.7 (N. SITE GRID)
7
109.5
13.3
96.1
1040
FG
BLDG. PAD 13 GRID POINT P.6-24.2 (N. SITE GRID)
7
108.6
12.9
95.3
1041
FG
BLDG. PAD 13 GRID POINT N-23 (N SITE GRID)
7
109.1
15.2
95.7
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, etcc.. 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
l..I IRGQ
rnncso onrrstvrrnurs. rneo.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. • Dallas Texas 7522:
Tcl. 214-352-4100 Fax. 214-352-4811
Page 3 of 3
Date Performed: 2/23/2017
Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS -5001 EZ
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,
Fargo Consullants, Inc.
</
ge
Ga Moore, CET
aterfals 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