HomeMy WebLinkAboutFargo Consultants, Inc. - 2/2/201714 Z' 2324 Fabens Rd. lla])as; Texas 7522
FA Q-0 00 WSU.T..TANTS, INN Tel. 214-352-4100 Fax. 214-352-481
REPORT OF FIELD COMPACTION Pagel oft
Tested For: JLB Partners, LP Date Performed: 2/2/2017
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.dallasfarfo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(01o) 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
DryDensily
Percent Percent
No.
/Lift
Location
No
(pcfj
Moisture Density
549
SG
BLDG PAD 12 GRID POINT G.2-32.1 (N. SITE GRID)
4
90.8
27.7
93.8
550
SG
BLDG PAD 12 GRID POINT H.5-29.7 (N. SITE GRID)
4
90.2
27.4
93.2
551
1ST
BLDG PAD 12 GRID POINT G.1-32.1 (N. SITE GRID)
5
99
21.6
93.3
552
1ST
BLDG PAD 12 GRID POINT H.5-29.4 (N. SITE GRID)
5
98.7
22.1
93
553
2ND
BLDG. PAD 12 GRID POINT G 7-32.5 (N. SITE GRID)
3
96.9
23.4
94
554
3RD
BLDG PAD 12 GRID POINT G.1-32.6 (N. SITE GRID)
3
97.6
23.7
94.7
555
2ND
BLDG. PAD 12 GRID POINT H.3-29.4 (N. SITE GRID)
3
982
23.3
95.2
556
3RD
BLDG PAD 12 GRID POINT H.4-29.7 (N. SITE GRID)
3
97.7
24.1
94.8
557
4TH
BLDG. PAD 12 GRID POINT H.5-29.8 (N. SITE GRID)
3
98.7
24.5
95.7
558
5TH
BLDG PAD 12 GRID POINT H.7-291 (N. SITE GRID)
3
97.4
23.6
94.5
559
4TH
BLDG PAD 12 GRID POINT G.1-32.6 (N. SITE GRID)
3
98.1
24.2
95.2
560
5TH
BLDG. PAD 12 GRID POINT G.6-32 (N. SITE GRID)
3
96
24.4
93.1
561
SG
BLDG. PAD 13 GRID POINT GA -20.4 (N. SITE GRID)
4
90
27.7
93
562
SG
BLDG. PAD 13 GRID POINT H.6-22.4 (N. SITE GRID)
4
90.2
27.1
932
563
1ST
BLDG. PAD 13 GRID POINT G 1-20 (N. SITE GRID)
3
96.8
24.9
93.9
564
2ND
BLDG. PAD 13 GRID POINT G 4-20.8 (N. SITE GRID)
3
96.3
24.1
93.4
565
1ST
BLDG PAD 13 GRID POINT H,1.-22.4 (N. SITE GRID)
3
97
24.6
94.1
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.dallasfarfo.com
�C70 2324 Pabens Rd. - L7allxs,'1'exas 75225
FAMRO CON UUTPANT$,ING. 'I'cI. 214-352-4100 Pax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of 2
Tested For: JLB Partners, LP
Date Performed: 2/2/2017
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.
(pcf) Moisture Density
566 2ND BLDG. PAD 13 GRID POINT H.5-22.3 (N. SITE GRID)
3
97.7 23.8 94.8
567 3RD BLDG. PAD 13 GRID POINT G.7-20.1 (N, SITE GRID)
4
92.9 26.9 96
568 4TH BLDG. PAD 13 GRID POINT G.4-20.9 (N. SITE GRID)
3
97.2 23.8 94.3
569 3RD BLDG. PAD 13 GRID POINT H.8-22.4 (N. SITE GRID)
3
98 24.1 95.1
570 4TH BLDG. PAD 13 GRID POINT H.4-22.7 (N. SITE GRID)
3
96.1 23.4 93.2
571 5TH BLDG. PAD 13 GRID POINT G.1-20.1 (N. SITE GRID)
3
96.9 24.1 94
572 6TH BLDG. PAD 13 GRID POINT G.8-20 (N. SITE GRID)
3
98.1 24.2 95.2
573 5TH BLDG. PAD 13 GRID POINT H.7-22.6 (N SITE GRID)
3
96.8 23.4 93.9
574 6TH BLDG. PAD 13 GRID POINT H.4-22.4 (N SITE GRID)
1
98.3 23.1 93.2
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Farg Consrr ants.,I,tc
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines. I
Test locations are referenced using an in-house system and are approximate. i/I(AW
G ry 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 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.
GeoleclJnicul -C,n,gineetin,g • Cunittuction Mutetiuls Testing • -Ettvirotttnetttul Services
www.dallasfarfo.com