HomeMy WebLinkAboutFargo Consultants, Inc. - 3/6/2017r
2324 Fabens Rd. • Dallr.s,'Fcxas 7522;
Fnrcrn CONSULTANTS. INC. '1'cl. 214-352-4100 lax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 3
Tested For: JLB Partners, LP Date Performed: 3/6/2017
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 -5001 EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No.
Materia! 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
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent Percent
No.
/Lift
Location
No
(pcf)
Moisture
Density
1267
8TH
BLDG. PAD 11 GRID POINT Z.1-35 4 (N. SITE GRID)
5
98.8
21.6
93.1
1268
9TH
BLDG. PAD 11 GRID POINT Z-35.5 (N. SITE GRID)
1
98.9
22.9
93,7
1269
8TH
BLDG. PAD 11 GRID POINT Y.4-36 6 (N SITE GRID)
1
99.3
23.2
94.1
1270
9TH
BLDG. PAD 11 GRID POINT Y.4-36.7 (N. SITE GRID)
5
99.1
21.1
93.4
1271
10TH
BLDG, PAD 11 GRID POINT Z.6-35.6 (N. SITE GRID)
5
98.7
22
93
1272
11TH
BLDG, PAD 11 GRID POINT Z.4-35.4 (N. SITE GRID)
1
99.1
22.9
93.9
1273
10TH
BLDG PAD 11 GRID POINT Y.7-36 (N. SITE GRID)
5
99.3
20.9
93.6
1274
11TH
BLDG PAD 11 GRID POINT Y.6-36.6 (N. SITE GRID)
5
98.9
21.2
93.2
1275
12TH
BLDG. PAD 11 GRID POINT Z.1-35.1 (N. SITE GRID)
5
99.9
20.8
94.2
1276
12TH
BLDG. PAD 11 GRID POINT Y.6-36.7 (N. SITE GRID)
5
100.2
21
94.4
1277
SG
BLDG. PAD 11 GRID POINT X.4-34 (N. SITE GRID)
5
99
20.8
93.3
1278
1ST
BLDG. PAD 11 GRID POINT X.8-34.1 (N. SITE GRID)
1
100.2
23
95
1279
SG
BLDG. PAD 11 GRID POINT W-35.7 (N. SITE GRID)
5
98.8
21.1
93.1
1280
1ST
BLDG. PAD 11 GRID POINT W.1-35 (N. SITE GRID)
1
100.7
22.9
95.5
1281
2ND
BLDG. PAD 11 GRID POINT X.6-34.9 (N. SITE GRID)
5
100.5
21.4
94.7
1282
3RD
BLDG. PAD 11 GRID POINT X.4-34.4 (N. SITE GRID)
5
98.7
21.9
93
1283
2ND
BLDG. PAD 11 GRID POINT W.3-35.6 (N, SITE GRID)
5
100,2
21
94.4
1284
3RD
BLDG, PAD 11 GRID POINT W.4-35.4 (N. SITE GRID)
5
99.1
22.2
93.4
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.dallasfarivo.com
F.�'0Q 2324 Fabens Rd. • llallas, 'texas 7522;
•-
Mnao'aoxsurarnNTS.IN..o. Tel, 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. 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.dallasfar,eo.com
REPORT OF FIELD COMPACTION
Page 2 of 3
Tested For: JLB Partners, LP
Date Performed: 3/6/2017
Project Name:
Grapevine Bluff Apartments
Fargo Job No. M16-4962
Gra ovine, Texas
Density and Moisture: Per ASTM D-6938
Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
Gauge Model: HS -5001 EZ
Probe Depth: 8 Inches
Test
Elevation
Proctor
DryDensity
Percent Percent
(Lift
Location
No.
(Pcfi
Moisture Density
No.
1285
4TH
BLDG. PAD 11 GRID POINT X.7-34.7 (N. SITE GRID)
5
99.4
22.8
93.7
1286
5TH
BLDG. PAD 11 GRID POINT X.1-34.9 (N SITE GRID)
5
98.9
21.4
93.2
1287
4TH
BLDG PAD 11 GRID POINT W.7-35,5 (N. SITE GRID)
5
100.4
21.8
94.6
1288
5TH
BLDG. PAD 11 GRID POINT W.6-35.1 (N. SITE GRID)
5
99.2
22.6
93.5
1289
3RD
BLDG. PAD 17 GRID POINT S.1-8,7 (S. SITE GRID)
1
99.4
22.9
94.2
1290
4TH
BLDG. PAD 17 GRID POINT S.5-8,6 (S. SITE GRID)
3
96.9
24
94
1291
3RD
BLDG. PAD 17 GRID POINT S.6-9.4 (S. SITE GRID)
1
98.9
23.2
93.7
1292
4TH
BLDG. PAD 17 GRID POINT S-9.6-2 (S. SITE GRID)
3
96.2
24.2
93.3
1293
5TH
BLDG. PAD 17 GRID POINT S.7-8.6 (S. SITE GRID)
3
97,7
23.7
94.8
1294
6TH
BLDG. PAD 17 GRID POINT S.6-8.4 (S. SITE GRID)
3
96.7
24.1
93.8
1295
5TH
BLDG, PAD 17 GRID POINT S.5-9.5 (S. SITE GRID)
3
96.1
24.6
93.2
1296
6TH
BLDG. PAD 17 GRID POINT S.1-9.1 (S. SITE GRID)
3
97.3
23.8
94.4
1297
7TH
BLDG. PAD 17 GRID POINT S 7-8.5 (S. SITE GRID)
1
99.2
22.9
94
1298
8TH
BLDG. PAD 17 GRID POINT S.6-8,1 (S. SITE GRID)
3
97.8
23.4
94.9
1299
7TH
BLDG, PAD 17 GRID POINT S.7-9.5 (S. SITE GRID)
1
98.3
23.1
93.2
1300
8TH
BLDG. PAD 17 GRID POINT S.6-9.1 (S. SITE GRID)
1
99.8
22.9
94.6
1301
9TH
BLDG. PAD 17 GRID POINT S.2-8.8 (S. SITE GRID)
1
98.2
23.4
93.1
1302
10TH
BLDG. PAD 17 GRID POINT S-8.4 (S. SITE GRID)
3
96.9
23.6
94
1303
9TH
BLDG. PAD 17 GRID POINT S.4-9.6 (S. SITE GRID)
1
98.6
22.9
93.5
1304
10TH
BLDG. PAD 17 GRID POINT S.6-9.8 (S SITE GRID)
3
97.3
23.3
94.4
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.dallasfar,eo.com
fR-700
xn�rcca�o anxsurxn�rvss, T�v:
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd.. Dallas, Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
Page 3 of 3
Date Performed: 3/6/2017
Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission Gauge Model: HS-5001EZ
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 nsu! is, Inc.
Gry 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.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfarfo.com