nfw2.pdf

PDF 3 MB Posted Aug 25, 2009

Attached to: RECOVERY - Construction of Levee Improvements on the North Floodway (Phases 1 and 2) and Arroyo Colorado (Phases 1 & 2)
Solicitation number: IBM09B0004
Issued by: International Boundary and Water Commission U.S.-Mexico

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IBM09B0004 Amendment A001 Boring Logs Nfw2

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Other files

File	Type	Posted
GFMS IBM09B0004-A007.pdf	PDF	Sep 23, 2009
GFMS IBM09B0004-A006.pdf	PDF	Sep 23, 2009
GFMS IBM09B0004-A005.pdf	PDF	Sep 22, 2009
60 80 00 Flood Gate-Rev.pdf	PDF	Sep 21, 2009
NF1_12.63A.pdf	PDF	Sep 21, 2009
GFMS IBM09B0004-A004.pdf	PDF	Sep 21, 2009
60 23 00 Floodwall.pdf	PDF	Sep 21, 2009
AC1_12.17.pdf	PDF	Sep 21, 2009
01 19 00R ScopeofWork.pdf	PDF	Sep 21, 2009
U0450517(acn2)_Addendum 2 09-03-09.pdf	PDF	Sep 15, 2009
01 33 00 Submittals.pdf	PDF	Sep 15, 2009
02 02 00 ExistConds.pdf	PDF	Sep 15, 2009
01 19 00 ScopeofWork.pdf	PDF	Sep 15, 2009
U0450515(nf1)_Addendum 2 09-03-09.PDF	PDF	Sep 15, 2009
00 31 24 EA Information.pdf	PDF	Sep 15, 2009
50 25 00 HotMix.pdf	PDF	Sep 15, 2009
01 46 00 QC-QA.pdf	PDF	Sep 15, 2009
00 31 21 Survey Information.pdf	PDF	Sep 15, 2009
GFMS IBM09B0004-A003.pdf	PDF	Sep 15, 2009
60 21 00 HydraCement.pdf	PDF	Sep 15, 2009
U0450516(acn1)_Addendum 2 09-03-09.pdf	PDF	Sep 15, 2009
u0450518(nf2)_ADDENDUM NO.2_09_03_09.pdf	PDF	Sep 15, 2009
60 50 00 Railing.pdf	PDF	Sep 15, 2009
60 41 00 SteelStr.pdf	PDF	Sep 15, 2009
15.01-15.22.pdf	PDF	Sep 3, 2009
06.01-06.02.pdf	PDF	Sep 3, 2009
12.01-12.41.pdf	PDF	Sep 3, 2009
05.01-05.06.pdf	PDF	Sep 3, 2009
13.01.pdf	PDF	Sep 3, 2009
09.01-09.33.pdf	PDF	Sep 3, 2009
04.01.pdf	PDF	Sep 3, 2009
03.01.pdf	PDF	Sep 3, 2009
08.01-08.140.pdf	PDF	Sep 3, 2009
07.01-07.10.pdf	PDF	Sep 3, 2009
14.01.pdf	PDF	Sep 3, 2009
01.01.pdf	PDF	Sep 3, 2009
02.01-02.20.pdf	PDF	Sep 3, 2009
10.01-10.336.pdf	PDF	Sep 3, 2009
GFMS IBM09B0004-A002.pdf	PDF	Sep 1, 2009
Appendix A.pdf	PDF	Aug 25, 2009
Final Report - NFW2 NFE2.pdf	PDF	Aug 25, 2009
nfe2.pdf	PDF	Aug 25, 2009
Appendix G.pdf	PDF	Aug 25, 2009
Appendix F.pdf	PDF	Aug 25, 2009
Appendix B.pdf	PDF	Aug 25, 2009
Appendix C.pdf	PDF	Aug 25, 2009
Appendix D.pdf	PDF	Aug 25, 2009
Appendix E.pdf	PDF	Aug 25, 2009
Div02.pdf	PDF	Aug 24, 2009
Div60.pdf	PDF	Aug 24, 2009

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SPT

(100)

11-14-14 (28)

6-9-11 (20)

8-8-10 (18)

8-8-11 (19)

13-17-20 (37)

25-30-35 (65)

21-29-33 (62)

23-24-27 (51)

35-50-50 (100)

31-29-35 (64)

Caliche Base Material with Gravel, Roadway, 6" (SC) Sand, Clayey, Dark Brown, Dry, Medium Dense

(CH) Fat Clay, Slightly Sandy, Dark Brown, Dry to Moist, Stiff to Hard

(CL) Lean Clay, Slightly Sandy, Brown, Wet, Stiff

(SM) Sand, Silty, Tan, Wet, Medium Dense to Very Dense

Bottom of borehole at 60.0 feet.

3.5

4.5

NOTES Solid Stem Auger to 25' / Mud Rotary to 60'

GROUND ELEVATION 75.73 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/24/09 COMPLETED 4/24/09

AT TIME OF DRILLING 25.00 ft / Elev 50.73 ft during drilling

AT END OF DRILLING --- no water observed after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-002

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83 Mercedes TX 78570 Telephone: 956-565-0760

SPT

(100)

5-5-6 (11)

10-7-8 (15)

10-6-5 (11)

8-10-11 (21)

9-6-7 (13)

6-9-11 (20)

6-7-9 (16)

13-16-21 (37)

10-14-16 (30)

12-15-17 (32)

32-50

35-41-50 (91)

31-35-40 (75)

Caliche Base Material with Gravel, Roadway, 6" (CH) Fat Clay, Dark Brown to Tan, Moist, Firm to Hard

(SM) Sand, Silty, Tan, Wet, Very Dense

(CL) Lean Clay, Tan, Moist, Hard

Bottom of borehole at 60.0 feet.

4.5

NOTES Solid Stem Auger to 28' / Mud Rotary to 60'

GROUND ELEVATION 75.91 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/27/09 COMPLETED 4/27/09

AT TIME OF DRILLING 28.00 ft / Elev 47.91 ft during drilling

AT END OF DRILLING 20.00 ft / Elev 55.91 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-003

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

3-3-5 (8)

4-5-7 (12)

3-3-5 (8)

6-9-12 (21)

4-4-5 (9)

5-6-13 (19)

9-16-19 (35)

7-13-21 (34)

4-6-13

Caliche Base Material, Roadway, 3" (CH) Fat Clay, Dark Brown, Moist, Soft

(MH) Silt, Dark Brown, Dry, Firm

(CH) Fat Clay, Dark Brown to Light Brown, Dry to Moist, Firm

(SM) Sand, Silty, Brown, Moist, Loose to Medium Dense

(CL) Lean Clay, Sandy, Reddish-Brown, Moist to Dry, Firm to Hard

NOTES Solid Stem Auger to 35' / Mud Rotary to 120'

GROUND ELEVATION 76.37 ft

LOGGED BY E. Hernandez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR JEDI, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/2/09 COMPLETED 5/2/09

AT TIME OF DRILLING 35.00 ft / Elev 41.37 ft during drilling

AT END OF DRILLING 25.00 ft / Elev 51.37 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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(Continued Next Page)

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BORING NUMBER BH-004

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

(19)

4-5-10 (15)

9-13-14 (27)

5-7-13 (20)

10-12-19 (31)

8-9-14 (23)

13-16-19 (35)

21-25-27 (52)

14-16-23 (39)

40-34-40 (74)

24-28-31 (59)

18-24-21 (45)

14-15-26 (41)

(CL) Lean Clay, Sandy, Reddish-Brown, Moist to Dry, Firm to Hard (continued)

(CH) Fat Clay, Reddish-Brown to Tan, Moist, Stiff to Hard

(ML) Silt, Brown, Moist, Very Dense

(CL) Lean Clay, Tan, Moist, Hard

Bottom of borehole at 120.0 feet.

S A

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(t sf

BORING NUMBER BH-004

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

G E

O T

E C

H B

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

8-6-6 (12)

3-6-6 (12)

3-3-15 (18)

5-5-7 (12)

8-10-11 (21)

11-16-21 (37)

7-8-10 (18)

16-18-17 (35)

Caliche Base Material, Roadway, 4" (CH) Fat Clay, Dark Brown, Dry to Moist, Firm to Hard

(CL) Lean Clay, Slightly Sandy, Tan, Wet, Stiff to Soft

(ML) Silt, Sandy, Tan, Wet to Moist, Medium Dense to Dense

(SP-SM) Sand, Silty, Poorly Graded, Tan, Wet, Medium Dense

(CL) Lean Clay, Silty, Tan, Moist, Stiff to Hard

(SC) Lean Clay, Silty, Tan, Moist, Dense Bottom of borehole at 60.0 feet.

4.5

3.0

1.0

2.5

NOTES Solid Stem Auger to 27' / Mud Rotary to 60'

GROUND ELEVATION 76.12 ft

LOGGED BY Erasmo C.

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/11/09 COMPLETED 4/11/09

AT TIME OF DRILLING 27.00 ft / Elev 49.12 ft during drilling

AT END OF DRILLING 24.50 ft / Elev 51.62 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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(t sf

BORING NUMBER BH-006

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

G E

O T

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

4-5-5 (10)

4-4-6 (10)

5-6-6 (12)

8-9-16 (25)

6-6-10 (16)

10-11-22 (33)

15-16-20 (36)

21-27-30 (57)

17-20-26 (46)

20-21-32 (53)

24-23-27

Caliche Base Material, Roadway, 4" (SC) Sand, Clayey, Dark Brown, Dry, Loose

(CH) Fat Clay, Dark Brown, Moist, Firm

(CL) Lean Clay, Dark Brown, Moist, Firm

(CH) Fat Clay, Dark Brown, Moist, Firm

(SM) Sand, Silty, Brown, Moist, Medium Dense

(ML) Silt, Sandy, Tan, Wet, Medium Dense

(SM) Sand, Silty, Light Brown, Wet to Moist, Dense

(ML) Silt, Brown, Wet, Very Dense

(SM) Sand, Silty, Brown, Wet, Dense

(CH) Fat Clay, Reddish-Brown, Moist, Hard

NOTES Solid Stem Auger to 30' / Mud Rotary to 120'

GROUND ELEVATION 76.17 ft

LOGGED BY E. Hernandez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR JEDI, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/3/09 COMPLETED 5/3/09

AT TIME OF DRILLING 27.00 ft / Elev 49.17 ft during drilling

AT END OF DRILLING 26.00 ft / Elev 50.17 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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C O

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LIMITS

(Continued Next Page)

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(t sf

BORING NUMBER BH-008

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

G E

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SPT

(100)

(50)

10-13-18 (31)

14-16-28 (44)

7-13-26 (39)

9-22-29 (51)

5-5-12 (17)

7-6-10 (16)

4-5-11 (16)

5-6-4 (10)

4-5-10 (15)

5-6-9 (15)

19-20-23 (43)

18-24-31 (55)

(CH) Fat Clay, Reddish-Brown, Moist, Hard (continued)

(CL) Lean Clay, Slightly Sandy, Reddish-Brown to Tan, Moist to Dry, Hard to Stiff to Hard

Bottom of borehole at 120.0 feet.

S A

M P

Y P

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MATERIAL DESCRIPTION

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BORING NUMBER BH-008

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

G E

O T

E C

H B

H C

M N

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

6-5-10 (15)

3-3-4 (7)

7-10-20 (30)

13-21-31 (52)

15-24-38 (62)

25-28-34 (62)

16-25-31 (56)

46-45-50 (95)

41-42-50 (92)

Caliche Base Material, Roadway, 6" (CH) Fat Clay, Dark Brown, Moist, Stiff to Firm

(CL) Lean Clay, Tan, Moist, Soft

(SM) Sand, Silty, Brown, Wet, Medium Dense

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Very Dense

(CL) Lean Clay, Tan, Moist, Hard

(CH) Fat Clay, Reddish-Brown, Wet to Moist, Hard

Bottom of borehole at 60.0 feet.

2.5

NOTES Solid Stem Auger to 45' / Mud Rotary to 60'

GROUND ELEVATION 76.26 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/28/09 COMPLETED 4/28/09

AT TIME OF DRILLING 30.00 ft / Elev 46.26 ft during drilling

AT END OF DRILLING 24.00 ft / Elev 52.26 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

M P

Y P

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B E

R E

C O

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(t sf

BORING NUMBER BH-010

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

G E

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SPT

(100)

7-7-8 (15)

5-5-5 (10)

3-3-5 (8)

3-3-4 (7)

2-3-4 (7)

4-5-9 (14)

7-9-13 (22)

4-4-6 (10)

6-6-9 (15)

10-13-13 (26)

14-18-20 (38)

14-16-17 (33)

16-18-21 (39)

5-7-6

Caliche Base Material, Roadway, 4" (CL) Lean Clay, Sandy, Dark Brown, Dry, Firm

(SC) Sand, Clayey, Brown, Moist, Loose

(CH) Fat Clay, Sandy, Dark Brown, Moist, Soft

(CL) Lean Clay, Sandy, Tan, Moist, Firm to Stiff

(SM) Sand, Silty, Brown, Wet, Loose to Dense

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Dense

(CL) Lean Clay, Reddish-Brown, Moist, Firm to Stiff

NOTES Solid Stem Auger to 30' / Mud Rotary to 120'

GROUND ELEVATION 75.23 ft

LOGGED BY E. Castillo

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/2/09 COMPLETED 5/2/09

AT TIME OF DRILLING 25.00 ft / Elev 50.23 ft during drilling

AT END OF DRILLING 24.00 ft / Elev 51.23 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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(Continued Next Page)

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BORING NUMBER BH-012

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

G E

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(100)

(13)

9-12-15 (27)

7-9-10 (19)

12-14-16 (30)

4-5-7 (12)

8-10-11 (21)

11-14-17 (31)

14-21-25 (46)

18-20-24 (44)

21-26-31 (57)

18-22-26 (48)

21-27-28 (55)

25-29-31 (60)

(CL) Lean Clay, Reddish-Brown, Moist, Firm to Stiff (continued)

(CL-ML) Lean Clay, Silty, Tan, Moist,Stiff

(CL) Lean Clay, Tan, Moist, Firm to Stiff

(CH) Fat Clay, Tan, Moist, Hard

(CL) Lean Clay, Tan to Reddish-Brown, Moist, Hard

Bottom of borehole at 120.0 feet.

S A

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C O

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Q D

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BORING NUMBER BH-012

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

4-5-6 (11)

3-3-6 (9)

4-3-4 (7)

6-9-11 (20)

7-10-9 (19)

20-30-32 (62)

22-26-28 (54)

10-11-15 (26)

26-41-27 (68)

Caliche Base Material, Roadway, 4" (SC) Sand, Clayey, Dark Brown to Tan, Moist to Dry to Moist, Medium Dense to Loose

(SM) Clay, Silty, Tan, Wet, Medium Dense to Very Dense

(SP-SM) Sand, Silty, Poorly Graded, Wet, Stiff

(SM) Sand, Silty, Tan, Wet, Very Dense

(SP-SM) Sand, Silty, Poorly Graded, Tan, Wet, Very Dense to Medium Dense to Very Dense

(CH) Fat Clay, Reddish-Brown, Moist, Stiff

Bottom of borehole at 60.0 feet.

3.0

4.0

1.5

4.5

3.5

NOTES Solid Stem Auger to 28' / Mud Rotary to 60'

GROUND ELEVATION 73.64 ft

LOGGED BY Erasmo C.

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/11/09 COMPLETED 4/11/09

AT TIME OF DRILLING 27.50 ft / Elev 46.14 ft during drilling

AT END OF DRILLING 23.00 ft / Elev 50.64 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-015

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

5-6-5 (11)

3-4-5 (9)

3-4-4 (8)

4-3-5 (8)

3-4-9 (13)

5-7-8 (15)

7-9-11 (20)

5-6-9 (15)

8-11-13 (24)

8-12-18 (30)

10-13-16 (29)

9-12-15 (27)

12-10-11 (21)

7-9-10

Caliche Base Material, Roadway, 4" (SC) Sand, Clayey, Light Brown, Dry, Loose to Medium Dense

(CH) Fat Clay, Dark Brown, Moist, Soft

(SC) Sand, Clayey, Dark Brown to Brown, Moist, Medium Dense

(CL) Lean Clay, Dark Brown to Brown, Moist, Firm to Stiff

(CH) Fat Clay, Slightly Sandy, Light Brown, Moist to Dry, Stiff

(ML) Silt, Reddish-Brown, Moist, Medium Dense

NOTES Solid Stem Auger to 35' / Mud Rotary to 120'

GROUND ELEVATION 73.79 ft

LOGGED BY Ram C.

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/2/09 COMPLETED 5/2/09

AT TIME OF DRILLING 27.00 ft / Elev 46.79 ft during drilling

AT END OF DRILLING 23.00 ft / Elev 50.79 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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Y P

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BORING NUMBER BH-016

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

(19)

6-8-8 (16)

4-8-9 (17)

5-6-10 (16)

4-4-5 (9)

6-5-7 (12)

7-5-8 (13)

9-14-15 (29)

8-11-12 (23)

7-9-11 (20)

13-18-20 (38)

12-14-17 (31)

13-10-10 (20)

(ML) Silt, Reddish-Brown, Moist, Medium Dense (continued)

(CH) Fat Clay, Reddish-Brown, Moist, Stiff

(CL) Lean Clay, Sandy, Tan, Moist, Stiff

(SC) Sand, Clayey, Tan, Moist, Medium Dense

(CL) Lean Clay, Reddish-Brown to Tan, Moist, Firm to Hard

Bottom of borehole at 120.0 feet.

S A

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Y P

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U M

B E

R E

C O

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Q D

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S (N

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BORING NUMBER BH-016

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

6-4-8 (12)

5-6-8 (14)

4-3-8 (11)

3-5-8 (13)

3-3-5 (8)

4-4-9 (13)

17-23-30 (53)

39-39-20 (59)

9-12-14 (26)

9-12-17 (29)

11-15-17 (32)

Caliche Base Material with Gravel, Roadway, 4" (CH) Fat Clay, Sandy to Slightly Sandy, Brown to Black, Dry to Moist, Firm to Soft

(CL) Lean Clay, Sandy, Brown, Moist, Soft

(SC) Sand, Clayey, Tan, Wet, Loose

(SM) Sand, Silty, Tan, Wet, Medium Dense to Dense

(ML) Silt, Sandy, Tan, Wet, Very Dense

(CH) Fat Clay, Tan to Reddish Brown, Moist, Stiff to Hard

Bottom of borehole at 60.0 feet.

1.5

NOTES Solid Stem Auger to 30' / Mud Rotary to 60'

GROUND ELEVATION 73.28 ft

LOGGED BY Chris T.

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/22/09 COMPLETED 4/22/09

AT TIME OF DRILLING 28.00 ft / Elev 45.28 ft during drilling

AT END OF DRILLING 20.00 ft / Elev 53.28 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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(t sf

BORING NUMBER BH-018

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

4-5-6 (11)

5-7-9 (16)

3-4-5 (9)

5-5-10 (15)

6-9-11 (20)

9-14-16 (30)

11-15-18 (33)

14-17-19 (36)

13-18-21 (39)

12-15-18 (33)

14-17-17 (34)

7-9-14

Caliche Base Material, Roadway, 6" (ML) Silty, Dark Brown, Dry, Firm

(CL) Lean Clay, Slightly Sandy, Dark Brown, Dry, Stif

(CH) Fat Clay, Slightly Sandy, Dark Brown to Light Brown, Moist, Soft to Stiff

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Medium Dense

(SM) Sand, Silty, Brown, Wet, Dense

(CH) Fat Clay, Tan, Moist, Hard

(ML) Silt, Tan, Moist, Hard

(SC) Sand, Clayey, Dark Brown, Wet, Dense

(CH) Fat Clay, Tan, Moist, Hard

(CL) Lean Clay, Dark Brown to Tan, Moist, Stiff to Hard

4.5

NOTES Solid Stem Auger to 00' / Mud Rotary to 120'

GROUND ELEVATION 73.14 ft

LOGGED BY Angel / Ramiro

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/3/09 COMPLETED 5/3/09

AT TIME OF DRILLING 28.00 ft / Elev 45.14 ft during drilling

AT END OF DRILLING 21.00 ft / Elev 52.14 ft after24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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Y P

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B E

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C O

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S (N

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BORING NUMBER BH-020

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

(23)

11-13-14 (27)

7-7-13 (20)

9-12-15 (27)

7-7-10 (17)

8-7-14 (21)

8-13-15 (28)

9-20-26 (46)

20-40-47 (87)

31-39-43 (82)

21-17-20 (37)

31-33-33 (66)

16-17-20 (37)

(CL) Lean Clay, Dark Brown to Tan, Moist, Stiff to Hard (continued)

(SC) Sand, Clayey,Tan, Moist, Very Dense

(CL) Lean Clay, Tan, Moist, Hard

Bottom of borehole at 120.0 feet.

S A

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BORING NUMBER BH-020

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

3-5-7 (12)

6-6-8 (14)

5-7-8 (15)

9-9-14 (23)

9-11-14 (25)

9-12-16 (28)

7-9-12 (21)

4-4-7 (11)

5-5-8 (13)

Caliche base material with gravel, roadway, 4" No samples obtained 0 to13 feet below top of levee.

(CL) Lean Clay, Slightly Silty, Tan, Wet, Soft

(CH) Fat Clay, Olive, Moist, Medium dense

(CL) Lean Clay, Slightly Silty, Olive, Dry, Stiff

(CH) Fat Clay, Slightly Sandy, Tan, Moist, Stiff

Bottom of borehole at 60.0 feet.

NOTES Solid Stem Auger to 20' / Mud Rotary to 60'

GROUND ELEVATION 71.79 ft

LOGGED BY Chris T.

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/22/09 COMPLETED 4/22/09

AT TIME OF DRILLING 22.00 ft / Elev 49.79 ft during drilling

AT END OF DRILLING 11.00 ft / Elev 60.79 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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(t sf

BORING NUMBER BH-022

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

3-3-5 (8)

2-3-5 (8)

7-9-12 (21)

7-10-13 (23)

7-12-15 (27)

Caliche Base Material, Roadway, 4" No samples obtained 0 to 13 feet below top of levee.

(CH) Fat Clay, Dark Brown, Moist, Hard

(CL) Lean Clay, Sandy, Tan, Moist to Wet, Soft

(CH) Fat Clay, Sandy, Tan, Moist to Wet, Soft

(SC) Sand, Clayey, Tan, Wet, Loose

(CL) Lean Clay, Olive-Tan, Moist, Stiff

(CH) Fat Clay, Reddish-Brown, Moist, Stiff

Boring Terminated-Flowing Sand-Unable to Keep Borehole open

Bottom of borehole at 60.0 feet.

4.25

1.0

NOTES Solid Stem Auger to 25' / Mud Rotary to 60'

GROUND ELEVATION 70.89 ft

LOGGED BY A. Gomez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/11/09 COMPLETED 4/11/09

AT TIME OF DRILLING 23.00 ft / Elev 47.89 ft during drilling

AT END OF DRILLING --- Borehole Observed Dry after 24 hrs.

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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BORING NUMBER BH-025

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

4-7-8 (15)

4-5-8 (13)

4-7-8 (15)

5-8-9 (17)

4-7-8 (15)

5-7-10 (17)

7-9-15 (24)

7-10-11 (21)

5-10-13 (23)

6-7-9

Caliche Base Material, Roadway, 4" (CH) Fat Clay, Dark Brown, Moist, Firm

(CL) Lean Clay, Dark Brown to Light Brown, Moist, Firm to Stiff

(CH) Fat Clay, Reddish-Brown, Moist, Firm to Soft

(CL) Lean Clay, Reddish-Brown, Moist, Stiff

2.5

NOTES Solid Stem Auger to 30' / Mud Rotary to 120'

GROUND ELEVATION 70.34 ft

LOGGED BY A. Gomez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/3/08 COMPLETED 5/3/08

AT TIME OF DRILLING 30.00 ft / Elev 40.34 ft during drilling

AT END OF DRILLING 20.00 ft / Elev 50.34 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

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U M

B E

R E

C O

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Q D

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S (N

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BORING NUMBER BH-028

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

(16)

9-10-12 (22)

9-12-10 (22)

8-10-10 (20)

10-9-9 (18)

13-13-23 (36)

11-13-12 (25)

50-47-48 (95)

41-46-46 (92)

21-24-25 (49)

16-19-18 (37)

21-17-29 (46)

26-28-30 (58)

(CL) Lean Clay, Reddish-Brown, Moist, Stiff (continued)

(SM) Sand, Silty, Tan, Wet, Dense

(CL) Lean Clay, Sandy, Tan, Wet, Stiff

(SM) Sand, Silty, Brown, Wet, Very Dense

(CL) Lean Clay, Light Brown, Moist, Hard

Bottom of borehole at 120.0 feet.

S A

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BORING NUMBER BH-028

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

6-8-12 (20)

20-20-23 (43)

20-24-40 (64)

35-45-50 (95)

38-35-31 (66)

19-23-33 (56)

19-22-29 (51)

19-23-27 (50)

12-15-20 (35)

Caliche Base Material, Roadway, 5" No samples obtained 0 to 13 feet below top of levee.

(CH) Fat Clay, Brown to Reddish Brown, Moist, Stiff to Hard

(CL) Lean Clay, Reddish Brown, Moist, Hard

Bottom of borehole at 60.0 feet.

NOTES Solid Stem Auger to 60'

GROUND ELEVATION 70.13 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/28/09 COMPLETED 4/28/09

AT TIME OF DRILLING --- None observed

AT END OF DRILLING 19.00 ft / Elev 51.13 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

S A

M P

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C O

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S (N

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BORING NUMBER BH-030

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

5-6-7 (13)

3-4-3 (7)

5-6-4 (10)

4-5-7 (12)

2-3-3 (6)

4-3-4 (7)

6-6-8 (14)

5-10-15 (25)

7-10-14 (24)

7-7-6 (13)

11-13-16 (29)

10-10-11 (21)

9-11-12 (23)

10-9-10

Caliche Base Material, Roadway, 4" (CL) Lean Clay, Sandy , Light Brown, Moist to Dry, Soft to Firm

(CH) Fat Clay, Slightly Sandy, Dark Brown, Moist, Soft

(CL) Lean Clay, Slightly Sandy, Light Brown, Dry, Firm

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Medium Dense

(CL) Lean Clay, Sandy, Brown, Moist, Stiff

(CH) Fat Clay, Reddish-Brown, Moist, Firm to Stiff

(CL) Lean Clay, Reddish-Brown, Dry, Stiff

NOTES Solid Stem Auger to 00' / Mud Rotary to 120'

GROUND ELEVATION 70.39 ft

LOGGED BY Erasmo C.

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/3/09 COMPLETED 5/3/09

AT TIME OF DRILLING 32.00 ft / Elev 38.39 ft during drilling

AT END OF DRILLING 21.00 ft / Elev 49.39 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-032

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

(19)

13-15-19 (34)

6-10-13 (23)

8-9-2 (11)

7-8-10 (18)

14-19-21 (40)

18-23-25 (48)

19-21-26 (47)

20-24-26 (50)

23-26-29 (55)

24-28-30 (58)

21-26-29 (55)

14-15-13 (28)

(CH) Fat Clay, Light Brown to Reddish-Brown, Dry, Stiff to Hard

(CL) Lean Clay, Reddish-Brown, Moist, Firm to Stiff

(SM) Sand, Silty, Brown, Wet, Dense

(SC) Sand, Clayey, Tan, Wet to Moist, Very Dense to Medium Dense

Bottom of borehole at 120.0 feet.

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BORING NUMBER BH-032

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

2-2-3 (5)

9-11-13 (24)

14-21-30 (51)

18-20-27 (47)

6-10-18 (28)

6-10-14 (24)

Caliche Base Material, Roadway, 4" No samples obtained 0 to 13 feet below top of levee.

(CL) Lean Clay, Dark Brown, Moist, Firm

(SC) Sand, Clayey, Light Brown, Moist, Very Loose

(SM) Sand, Silty, Tan, Wet, Medium Dense to Dense

(ML) Silt, Tan, Wet, Dense

(CH) Fat Clay, Reddish-Brown, Moist, Stiff

Borehole Terminated-Flowing Sand-Unable to Keep Borehole Open

Bottom of borehole at 60.0 feet.

2.5

0.5

NOTES Solid Stem Auger to 23.0' / Mud Rotary to 60'

GROUND ELEVATION 69.59 ft

LOGGED BY A. Gomez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR L&G Engineering Laboratory GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/11/09 COMPLETED 4/11/09

AT TIME OF DRILLING 23.50 ft / Elev 46.09 ft during drilling

AT END OF DRILLING 19.00 ft / Elev 50.59 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-035

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

6-7-8 (15)

3-3-5 (8)

3-3-3 (6)

2-2-2 (4)

3-5-7 (12)

4-6-8 (14)

4-5-6 (11)

5-7-8 (15)

9-12-14 (26)

11-14-16 (30)

10-16-20 (36)

7-10-16 (26)

5-9-4 (13)

8-12-15

Caliche Base Material, Roadway, 4" (SC) Sand, Clayey, Brown, Dry, Medium Dense

(CH) Fat Clay, Brown to Dark Brown, Dry to Moist, Soft to Firm

(CL) Lean Clay, Reddish Brown, Dry to Moist, Firm

(SM) Sand, Silty, Tan, Wet, Medium Dense

(ML) Silt, Brown, Wet, Medium Dense

(CH) Fat Clay, Reddish Brown, Dry to Moist, Medium Dense to Dense

NOTES Solid Stem Auger to 25' / Mud Rotary to 120'

GROUND ELEVATION 69.71 ft

LOGGED BY Rene Gonzalez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR JEDI, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/3/09 COMPLETED 5/3/09

AT TIME OF DRILLING 22.50 ft / Elev 47.21 ft during drilling

AT END OF DRILLING 18.00 ft / Elev 51.71 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-036

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

(27)

9-12-18 (30)

8-10-12 (22)

6-9-10 (19)

6-7-11 (18)

9-12-15 (27)

11-13-17 (30)

13-15-16 (31)

9-11-13 (24)

10-13-14 (27)

12-16-18 (34)

15-16-20 (36)

17-19-24 (43)

(CH) Fat Clay, Reddish Brown, Dry to Moist, Medium Dense to Dense (continued)

(ML) Silt, Reddish Brown, Dry, Stiff

(CH) Fat Clay, Reddish Brown, Moist, Stiff

(SC) Sand, Clayey, Tan, Wet, Medium Dense

(CL) Lean Clay, Tan, Wet, Stiff

(SC) Sand, Clayey, Tan, Moist, Dense

(CL) Lean CLay, Reddish Brown, Dry to Wet, Stiff

(SM) Sand, Silty, Brown, Moist, Dense

Bottom of borehole at 120.0 feet.

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BORING NUMBER BH-036

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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L&G Engineering Laboratory LLC 2100 W. Expressway 83

SPT

(100)

4-6-8 (14)

3-4-21 (25)

3-3-7 (10)

23-27-33 (60)

50-50-50 (100)

10-14-21 (35)

24-23-26 (49)

23-23-26 (49)

20-15-21 (36)

Caliche Base Material, Roadway, 5" No samples obtained 0 to 13.5 feet below top of levee.

(CH) Fat Clay, Dark Brown, Moist, Stiff

(SC) Sand, Clayey, Light Brown, Moist, Medium Dense

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Loose

(SM) Sand, Silty, Brown, Wet, Very Dense

(CH) Fat Clay, Tan, Moist, Hard

Bottom of borehole at 60.0 feet.

NOTES Solid Stem Auger to 30' / Mud Rotary to 60'

GROUND ELEVATION 69.03 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/29/09 COMPLETED 4/29/05

AT TIME OF DRILLING 25.00 ft / Elev 44.03 ft during drilling

AT END OF DRILLING 21.00 ft / Elev 48.03 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-038

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

2-3-5 (8)

3-3-4 (7)

4-5-7 (12)

3-4-4 (8)

4-6-6 (12)

5-5-8 (13)

5-7-8 (15)

4-6-8 (14)

7-9-10 (19)

9-12-14 (26)

14-27-50 (77)

37-40-50 (90)

7-12-16 (28)

8-14-15

Caliche Base Material, Roadway, 6" (CH) Fat Clay, Slightly Sandy, Dark Brown, Moist Soft

(CL) Lean Clay, Slightly Sandy, Dark Brown, Moist, Firm

(CH) Fat Clay, Dark Brown to Reddish-Brown, Dry to Moist, Soft to Firm

(SC) Sand, Clayey, Reddish-Brown, Moist, Medium Dense

(CL) Lean Clay, Brown, Moist, Stiff

(SM) Sand, Silty, Brown, Wet, Very Dense

(CL) Lean Clay, Tan, Dry, Stiff

NOTES Solid Stem Auger to 30' / Mud Rotary to 120'

GROUND ELEVATION 69.37 ft

LOGGED BY Rene Gonzalez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR JEDI, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 5/2/09 COMPLETED 5/2/09

AT TIME OF DRILLING 27.50 ft / Elev 41.87 ft during drilling

AT END OF DRILLING 18.00 ft / Elev 51.37 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-040

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

(29)

8-12-14 (26)

7-14-17 (31)

11-13-19 (32)

10-15-20 (35)

6-7-7 (14)

5-6-5 (11)

28-41-50 (91)

39-50-50 (100)

37-40-50 (90)

38-50-50 (100)

42-46-50 (96)

50-50-50 (100)

(CL) Lean Clay, Tan, Dry, Stiff (continued)

(CH) Fat Clay, Reddish Brown, Dry, Stiff

(SC) Sand, Clayey, Reddish-Brown, Dry, Dense

(CH) Fat Clay, Reddish-Brown, Moist, Hard

(SM) Sand, Silty, Tan to Brown, Moist, Medium Dense to Very Dense

(CL) Lean Clay, Sandy, Brown, Dry, Hard

(SM) Sand, Silty, Brown, Wet, Very Dense

Bottom of borehole at 120.0 feet.

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BORING NUMBER BH-040

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

2-2-2 (4)

2-1-1 (2)

4-5-9 (14)

14-20-24 (44)

29-38-50 (88)

37-50-50 (100)

38-50-50 (100)

23-33-36 (69)

27-27-27 (54)

23-24-33 (57)

Caliche Base Material, Roadway, 6" No samples obtained 0 to 13.5 feet below top of levee.

(SC) Sand, Clayey, Dark Brown to Brown, Moist to Wet, Very Loose

(SP-SM) Sand, Silty, Poorly Graded, Brown, Moist to Wet, Medium Dense to Dense to Very Dense

(CH) Fat Clay, Tan, Moist, Hard

(CL) Lean Clay, Tan, Moist, Hard

Bottom of borehole at 60.0 feet.

NOTES Solid Stem Auger to 20' / Mud Rotary to 60'

GROUND ELEVATION 69.17 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/29/09 COMPLETED 4/29/09

AT TIME OF DRILLING 20.00 ft / Elev 49.17 ft during drilling

AT END OF DRILLING 19.00 ft / Elev 50.17 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-042

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

6-4-9 (13)

2-3-2 (5)

2-1-2 (3)

3-2-2 (4)

3-4-5 (9)

4-6-7 (13)

4-5-7 (12)

8-11-18 (29)

17-28-50 (78)

14-16-24 (40)

6-11-14 (25)

9-14-18 (32)

8-14-17 (31)

11-17-18

Caliche Base Material, Roadway, 8" (CH) Fat Clay, Brown to dark Brown, Dry, Soft to Firm

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Medium Dense

(SM) Sand, Silty, Brown, Wet, Medium Dense

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Very Dense to Dense

(CH) Fat Clay, Tan, Moist, Stiff to Hard

(SC) Sand, Clayey, Tan, Wet to Moist, Medium Dense to Dense

NOTES Solid Stem Auger to 24' / Mud Rotary to 120'

GROUND ELEVATION 69.35 ft

LOGGED BY Rene Gonzalez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR JEDI, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/30/09 COMPLETED 4/30/09

AT TIME OF DRILLING 21.00 ft / Elev 48.35 ft during drilling

AT END OF DRILLING 20.00 ft / Elev 49.35 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-044

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

(35)

12-14-16 (30)

6-7-9 (16)

7-12-15 (27)

9-11-17 (28)

6-9-12 (21)

19-36-50 (86)

38-46-50 (96)

43-50-50 (100)

41-46-50 (96)

36-40-50 (90)

28-36-50 (86)

21-34-50 (84)

(SC) Sand, Clayey, Tan, Wet to Moist, Medium Dense to Dense (continued)

(CL) Lean CLay, Tan, Moist, Stiff

(SM) Sand, Silty, Brown, Wet, Very Dense

(SP-SM) Sand, Silty, Poorly Graded, Brown, Wet, Very Dense

(SM) Sand, Silty, Light Brown, Wet, Very Dense

(CL) Lean Clay, Tan, Moist, Hard

(CH) Fat Clay, Tan, Moist, Hard

Bottom of borehole at 120.0 feet.

S A

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C O

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BORING NUMBER BH-044

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

17-10-9 (19)

7-5-3 (8)

2-1-3 (4)

2-2-2 (4)

3-3-3 (6)

2-3-3 (6)

8-7-9 (16)

12-19-16 (35)

17-37-28 (65)

26-31-40 (71)

32-40-44 (84)

10-12-18 (30)

15-16-28 (44)

23-26-19 (45)

Caliche Base Material, Roadway, 8.5" (CL) Lean Clay, Sandy, Tan to Dark Brown, Dry to Moist, Stiff to Soft

(CL) Lean Clay, Silty, Tan, Moist, Soft

(SP-SM) Sand, Silty, Poorly Graded, Tan, Moist to Wet, Medium Dense to Dense

(SP-SM) Poorly Graded Sand w/ Silt, Moist, Very Dense

(CH) Fat Clay, Reddish-Brown, Moist, Stiff to Hard

Bottom of borehole at 60.0 feet.

NOTES Solid Stem Auger to 22' / Mud Rotary to 60'

GROUND ELEVATION 69.44 ft

LOGGED BY B. Wylie

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. GIL

DATE STARTED 4/11/09 COMPLETED 4/11/09

AT TIME OF DRILLING 22.00 ft / Elev 47.44 ft during drilling

AT END OF DRILLING 19.00 ft / Elev 50.44 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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BORING NUMBER BH-045

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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SPT

(100)

9-13-9 (22)

7-9-12 (21)

3-2-3 (5)

2-3-3 (6)

3-3-3 (6)

2-3-4 (7)

3-5-6 (11)

10-13-15 (28)

18-19-18 (37)

9-11-15 (26)

8-10-14 (24)

7-11-16 (27)

6-9-12

Caliche Base Material, Roadway, 6" (CL) Lean Clay, Slightly Sandy, Light Brown, Dry, Stiff

(SC) Sand, Clayey, Dark Brown, Dry, Loose

(CL) Lean Clay, Sandy, Brown, Moist, Soft

(SM) Sand, Silty, Light Brown, Moist, Loose

(SP-SM) Sand, Silty, Poorly Graded, Light Brown, Moist, Loose to Medium Dense

(SM) Sand, Silty, Light Brown, Wet, Dense

(CL) Lean Clay, Sandy, Light Brown to Reddish-Brown, Dry to Moist, Stiff

NOTES Solid Stem Auger to 20' / Mud Rotary to 120'

GROUND ELEVATION 69.65 ft

LOGGED BY Rene Gonzalez

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR JEDI, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/29/09 COMPLETED 4/29/09

AT TIME OF DRILLING 19.50 ft / Elev 50.15 ft during drilling

AT END OF DRILLING 22.00 ft / Elev 47.65 ft after 24 hours

AFTER DRILLING ---

HOLE SIZE 4 inches

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(Continued Next Page)

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BORING NUMBER BH-048

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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(100)

(21)

8-11-13 (24)

8-10-14 (24)

10-11-16 (27)

5-6-9 (15)

5-9-17 (26)

7-11-19 (30)

8-12-18 (30)

13-18-29 (47)

11-26-50 (76)

31-40-50 (90)

41-50-50 (100)

46-50-50 (100)

(CL) Lean Clay, Sandy, Light Brown to Reddish-Brown, Dry to Moist, Stiff (continued)

(SC) Sand, Clayey, Tan, Moist, Medium Dense

(CL) Lean Clay, Sandy, Light Brown, Dry, Stiff

(CH) Fat Clay, Tan, Moist, Stiff

(SC) Sand, Clayey, Tan, Moist, Dense to Very Dense

Bottom of borehole at 120.0 feet.

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BORING NUMBER BH-048

CLIENT S&B Infrastructure

PROJECT NUMBER NFW2

PROJECT NAME North Floodway Inp. Project - East & West Segments

PROJECT LOCATION Hidalgo County Texas

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(100)

6-6-7 (13)

6-7-8 (15)

4-4-4 (8)

4-4-6 (10)

2-3-3 (6)

4-2-4 (6)

1-1-1 (2)

11-13-20 (33)

18-22-31 (53)

36-45-50 (95)

24-30-33 (63)

13-21-23 (44)

14-16-25 (41)

25-23-30 (53)

Caliche Base Material, Roadway, 6" (CL) Lean Clay, Slightly Sandy, Dark Brown, Dry, Firm to Hard

(CH) Fat Clay, Slightyly Sandy, Dark Brown, Moist, Soft

(SC) Sand, Clayey, Brown, Wet, Dense to Very Dense

(CL) Lean Clay, Tan to Reddish Brown, Moist, Hard

(CH) Fat Clay, Reddish-Brown, Moist, Hard

Bottom of borehole at 60.0 feet.

NOTES Solid Stem Auger to 20' / Mud Rotary to 60'

GROUND ELEVATION 69.54 ft

LOGGED BY J. Holmes

DRILLING METHOD Solid Stem Auger / Mud Rotary

DRILLING CONTRACTOR Jordan Drilling, Inc. GROUND WATER LEVELS:

CHECKED BY R. Gil

DATE STARTED 4/30/09 COMPLETED 4/30/09

AT TIME OF DRILLING 20.00 ft / Elev 49.54 ft during drilling

AT END…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.