HomeMy WebLinkAboutFargo Consultants, Inc. - 1/19/2017Mao _
PARaO.uow8viwAx•rr, rraC.
2324 Fabens Rd. - Dallas, Texas 75225
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 oft
Tested For: JLB Partners, LP Date Performed: 1/19/2017
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 entirM.
Geotechnical Engineering • Construction Materials Testing •Environmental Servicer
www.dallasfarfo.com
Moisture -Density Relations
Proctor No.
Material Description Opt. MC(%) Max DD (pcp 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
225
11TH
BLDG, PAD 1 EAST WING GRID POINT W-34
5
99.8
227
94.1
226
12TH
BLDG. PAD 1 EAST WING GRID POINT W-34
3
96.2
23.3
93.3
227
13TH
BLDG PAD 1 EAST WING GRID POINT W-34
5
100.6
21.2
94.8
228
11TH
BLDG. PAD 1 EAST WING GRID POINT W-36
3
96.9
23.6
94
229
12TH
BLDG. PAD 1 EAST WING GRID POINT W-36
5
99.2
22.4
93.5
230
13TH
BLDG. PAD 1 EAST WING GRID POINT W-36
5
100.9
21.7
95.1
231
SG
BLDG. PAD 1 EAST WING GRID POINT Y.5-34
3
96.8
24.1
93.9
232
SG
BLDG PAD 1 EAST WING GRID POINT Y,5-36
3
96.4
23.8
93.5
233
1ST
BLDG. PAD 1 EAST WING GRID POINT Y.5-34
3
95.9
24
93
234
2ND
BLDG. PAD 1 EAST WING GRID POINT Y.5-34
3
98.9
25.2
95.9
235
7TH
BLDG, PAD 1 WEST WING GRID POINT W.5-24
5
99.2
22.4
93.5
236
8TH
BLDG. PAD 1 WEST WING GRID POINT W.5-24
3
96.7
23.7
93.8
237
7TH
BLDG. PAD 1 WEST WING GRID POINT W.5-26
5
100.2
22.1
94.4
238
8TH
BLDG. PAD 1 WEST WING GRID POINT W.5-26
3
97
23.3
94.1
239
9TH
BLDG. PAD 1 WEST WING GRID POINT W.5-24
3
95.9
24.8
93
240
10TH
BLDG. PAD 1 WEST WING GRID POINT W.5-24
4
92.1
26.4
95.1
241
9TH
BLDG PAD 1 WEST WING GRID POINT W 5-26
3
96,6
24.6
93.7
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. 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 entirM.
Geotechnical Engineering • Construction Materials Testing •Environmental Servicer
www.dallasfarfo.com
�100 2324 Fabcns Rd. ' 1)allas . Texas 75225
rntt ao 0owsur.TA .s. rxa. Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION
Page 2 of
Tested For: JLB Partners, LP
Date Performed: 1/19/2017
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.
(pcfi Moisture Density
242 10TH BLDG, PAD 1 WEST WING GRID POINT W.5-26
4
92.6 26.5 95.7
243 11TH BLDG. PAD 1 WEST WING GRID POINT W.5-24
3
96 24.2 93.1
244 11TH BLDG. PAD 1 WEST WING GRID POINT W.5-26
3
96.4 23.8 93.5
245 12TH BLDG. PAD 1 WEST WING GRID POINT W.5-24
4
93.1 26.4 96.2
246 13TH BLDG PAD 1 WEST WING GRID POINT W.5-24
3
96.6 23.9 93.7
247 12TH BLDG. PAD 1 WEST WING GRID POINT W.5-26
3
97.4 23.7 94.5
248 13TH BLDG. PAD 1 WEST WING GRID POINT W.5-26
1
98.2 23.3 93.1
249 SG BLDG PAD 1 WEST WING GRID POINT Y.5-25
4
92.9 26.5 96
Source of Compaction Requirements: Geotechnical Report Respectfully Submitted,
Fargo,Pansry#4rnts, 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.
[: y Moore, CET
ioterials 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.
Geotecbnical Engineering • Construction Materials Testing • Environmental Services
www.dalla.rfar,eo.com
rl77L30
2324 Pabens Rd. • Dallas, Texas 75225
Tel. 214-352-4100 1,2x. 214-352-4811
REPORT OF FIELD COMPACTION Page 1 of 1
Tested For: JLB Partners, LP Date Performed: 1/20/2017
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 -5001 EZ
Probe Depth: 8 Inches
Moisture -Density Relations
Proctor No. Material Description Opt. MC(%) Max DD (pcfi DD Range (%) MC Range
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
Field Test Results
Test
Elevation
Proctor
DryDensity Percent
Percent
No.
/Lift
Location
No
(pcf) Moisture
Density
264
6TH
BLDG, PAD 1 EAST WING GRID POINT Y 5-34
3
96 24.5
93.1
265
7TH
BLDG PAD 1 EAST WING GRID POINT Y 5-34
3
96.3 24.1
93.4
266
8TH
BLDG PAD 1 EAST WING GRID POINT Y 5-34
3
95.9 24,8
93
267
9TH
BLDG. PAD 1 EAST WING GRID POINT Y 5-34
4
90.9 26.6
93.9
268
10TH
BLDG. PAD 1 EAST WING GRID POINT Y.5-34
4
93.2 264
96.3
269
11TH
BLDG. PAD 1 EAST WING GRID POINT Y.5-34
3
97 23.8
94.1
270
5TH
BLDG. PAD 1 EAST WING GRID POINT Y.5-25
3
95.9 23.5
93
271
6TH
BLDG. PAD 1 EAST WING GRID POINT Y.5-25
3
96.6 24.2
93.7
273
7TH
BLDG, PAD 1 EAST WING GRID POINT Y 5-25
3
97.3 23.8
94.4
Source of Compaction Requirements: Geotechnical Report
Respectfully Submitted,
Fargo 9nsullunts, lite.
Test result with asterisk (*), if any, indicates non-compliance to provided guidelines.
Test locations are referenced using an in-house system and are approximate.
Gary sore, CET
:11 erials 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. "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
FI7.00
mndo CONSULTANTS, h40.
2324 Fabens Rd. • Dallas, Texas 7522;
Tel. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 1/20/2017
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
Moisture -Density Relations
Proctor No. Material Description Opt. MQ%o) Max DD (pcf) DD Range (%) MC Range
1 Light Gray SANDY CLAY 18.9 105.5 93 to 98 at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
Location
No.
/Lift
No
(pcf)
Moisture
Density
250
3RD
BLDG. 1C GRID POINT Z-36
1
100
24
94.8
251
3RD
BLDG. 1C GRID POINT Y.5-33.5
1
99.6
24.4
94.4
252
1ST
BLDG. 1A GRID POINT Y.5-27
1
99.7
24.9
94.5
253
2ND
BLDG. 1A GRID POINT Z-27
1
101.1
24.3
95.8
254
1ST
BLDG 1A GRID POINT Y.5-25
1
103
23.9
97.6
255
2ND
BLDG. 1A GRID POINT Z-24.5
1
100.7
23.5
95.5
256
4TH
BLDG, 1C GRID POINT Z-36
1
101.9
23.2
96.6
257
4TH
BLDG. 1C GRID POINT Y.5-33.5
1
101.3
22.9
96
258
3RD
BLDG, 1A GRID POINT Y.5-24.5
1
102.5
24
97.2
259
3RD
BLDG. 1A GRID POINT Z-27
1
101.9
23.3
96.6
260
4TH
BLDG. 1A GRID POINT Z-27 WEST
1
100.1
23.1
94.9
261
4TH
BLDG. 1A GRID POINT Y.5-24.5 WEST
1
101,1
22.9
95.8
262
5TH
BLDG, 1C GRID POINT Z-36 EAST
1
99.2
23.6
94
263
5TH
BLDG. 1C GRID POINT Y.5-34.5 EAST
1
99.2
24.5
94
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 Te ting • Environmental Services
www.dallasfarpo.com
.7760
rnxcc:a aarra�vr.cnrrrs, rx�u.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. = Dallas, 'Texas 7522:
'Pel. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 1/20/2017
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 Respectfully Submitted,
Fargo 9onsultai ts, 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.
r fl1, oore, C `
4. serials 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
Z C70
VAAGA OOHS a i.:ra N-rS.. rico.
2324 Fabens Rd. • Dallas,'1'exas 7522:
'1'cl. 214-352-4100 Fax. 214-352-4811
REPORT OF FIELD COMPACTION Page I of 2
Tested For: JLB Partners, LP Date Performed: 1/21/2017
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 (pcfi DD Range (%) MC Range
3 Light Gray and Tan and Brown SANDY CLAY (mix) 19.3 103.1 93 to 98 at least +4
Field Test Results
Test
Elevation
Proctor
DryDensity
Percent
Percent
Locution
No.
/Lift
No
(pcfi
Moisture
Density
274
11TH
BLDG. 1C GRID POI NTZ-36 EAST
3
96.8
24.2
93.9
275
12TH
BLDG. 1C GRID POINT Y.5-25 EAST
3
97.1
23.5
94.2
276
11TH
BLDG. 1C GRID POINT Z-35.5 EAST
3
96.7
24.5
93.8
277
12TH
BLDG. 1C GRID POINT Y.5-33.5
3
99.4
25.2
96,4
278
8TH
BLDG. 1C GRID POINT Z-27 WEST
3
100.3
23.3
97.3
279
8TH
BLDG. 1C GRID POINT Y.5-24.5 WEST
3
99.1
23.9
96.1
280
13TH
BLDG. 1C GRID POINT Y.5-36 WEST
3
97.2
24.7
94.3
281
13TH
BLDG. 1C GRID POINT Z-33.5 EAST
3
96.8
23.4
93.9
282
9TH
BLDG. 1C GRID POINT Z-27 WEST
3
100.5
25.7
97.5
283
10TH
BLDG. 1C GRID POINTY -24.5 WEST
3
99.6
25.4
96.6
284
9TH
BLDG. 1A WEST GRID POINT Z-26.5
3
101
24.1
98
285
10TH
BLDG. 1A WEST GRID POINT Y 5-25
3
98.2
25.5
95.2
286
11TH
BLDG. IA WEST GRID POINT Z-27
3
99.8
25.2
96.8
287
11TH
BLDG. 1A WEST GRID POINT Y.5-24.5
3
100.2
23.3
97.2
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 • Construction Materials Testing • Environmental Services
www.dallasfarffo.com
���
FARGO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
Tested For: JLB Partners, LP
Project Name: Grapevine Bluff Apartments
2324 Fabens Rd. - 1.?nllny, Texas 75225
7'e I. 214-352-4100 Fax. 214-352-4811
Page 2 of 2
Date Performed: 1/21/2017
Fargo Job No. M16-4962
Grapevine, Texas
Density and Moisture: Per ASTM D-6938 Gauge Manufacturer: Humboldt
Test Mode: Direct Transmission
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 syslem and are approximate.
Gauge Model: HS-5001EZ
Probe Depth: 8 Inches
Respectfully Submitted,
Fargo :'an.si tr Is, Inc.
Cia 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. dallasfamo. com