Blank Transmittal Form-completed.xlsx

DATE:TO: SBFCA C/O Parsons Brinkeroff FROM: Nordic / Magnus Pacific JV

Mr. Mark Martin Sean L. Rhodes

Project Manager

[email protected]

[email protected]

1437 Furneaux Road

cc Olivehurst,CA 95961

TEL: 530-742-7124

Pages: 118 FAX: 530-742-3707

We are sending you:

Specification Section:

Item No. Date Copies Pages

1 9/13/13 1 118

Remarks:

Copy to: File

September 13,2013 TRANSMITTAL # SUB 56.0

Description

Impermeable Layer Verification Drilling Logs -Aug 2013

2329 Gateway Oaks Drive, Suite 200

Sacramento, CA 95833-4231

31 62 43 Resubmittal of:

I certify that the above submitted items had been reviewed in detail and are correct and in strict

conformance with contract drawings and specifications except as otherwise stated.

Sean L. Rhodes

Please find attached the drilling logs from the impermeable layer verification for Aug

2013.

Change OrderSubmittal

RFI

Other: See Below

Field Instruction

Letter

Specifications

Plans

Drawings

FEATHER RIVER WEST LEVEE PROJECT - PROJECT AREA C CONTRACT NO. 01-2013-C

6:30 am start drilling

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

82.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 75SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

7-8-13COMPLETION DATE

8-12-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_84725_3B_RDRILLING CONTRACTOR

Geo-Ex, Driller Name: Tom Scott

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), HQ Core, SPT (1.4")TOTAL DEPTH OF BORING

124.0 ft

BOREHOLE DIAMETER

5 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 847+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_84725_3B_R REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

80.00

78.00

76.00

74.00

72.00

70.00

68.00

66.00

64.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_84725_3B_R REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

60.00

58.00

56.00

54.00

52.00

50.00

48.00

46.00

44.00

42.00

40.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Lost fluid pressure and mudcirculation

gravel layer encoutered

end gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_84725_3B_R REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

36.00

34.00

32.00

30.00

28.00

26.00

24.00

22.00

20.00

18.00

16.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

Poorly graded SAND with SILT (SP-SM); loose tomedium dense; dark gray; wet; about 90% medium tofine SAND; about 10% nonplastic fines.

SILT (ML); very soft; dark gray; wet; about 25 to 30%fine SAND; about 70 to 75% low plasticity fines.Poorly graded SAND with SILT (SP-SM); mediumdense to dense; dark gray; wet; about 90% medium tofine SAND; about 10% nonplastic fines.

SILTY SAND (SM); very dense; dark gray; moist to wet;fine SAND; about 20 to 25% nonplastic fines.

SILT (ML); hard; dark gray; moist; about 5 to 10% fineSAND; nonplastic fines.

100

17

83

94

79

1

2

3

4

5

6

9:15am, sample stuck, driller had toflush barrel.

8-12-13 re-sample from 85 to 100 ftto complete 3B(samples 2 thru 9)

23

55/6

12

23

28

17

28

38

16

15

14

16

25

29

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_84725_3B_R REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

12.00

10.00

8.00

6.00

4.00

2.00

0.00

-2.00

-4.00

-6.00

-8.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

55/6

51

66

29

54

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

SILT (ML) (continued).

SILTY SAND (SM); medium dense; dark gray; moist;about 20% nonplastic fines.

SILT with SAND (ML); medium dense; gray; moist;about 15% fine SAND.

SILTY SAND (SM); medium dense; dark gray; wet;medium to fine SAND; about 20% nonplastic to lowplasticity fines.SANDY SILT (ML); stiff; gray; moist; medium to fineSAND; low to medium plasticity fines.

Poorly graded SAND with SILT (SP-SM); very dense;dark gray; moist; medium to fine SAND; about 10%nonplastic fines.Poorly graded GRAVEL with SILT and SAND (GP-GM);very dense; dark gray to black; moist; coarse to fineGRAVEL; about 15% medium to fine SAND; about 10%nonplastic fines.SILTY SAND (SM); loose to medium dense; dark gray;wet; about 60 to 65% medium to fine SAND; about 35to 40% nonplastic to low plasticity fines.SANDY SILT (ML); soft; dark gray; wet; about 35 to40% fine SAND; about 60 to 65% low plasticity fines.Well-graded GRAVEL with SILT and SAND (GW-GM);very dense; dark gray; wet; about 60% coarse to fineGRAVEL; about 20% coarse to fine SAND; about 20%low plasticity fines.

79

89

89

67

30

6

7

8

9

10 10:30am

Below 101.5 drill rig movementindicates gravel/cobble material

9

12

15

8

9

14

47

50/5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_84725_3B_R REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-12.00

-14.00

-16.00

-18.00

-20.00

-22.00

-24.00

-26.00

-28.00

-30.00

-32.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

54

27

23

50/5

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Poorly graded SAND with SILT (SP-SM); dense to verydense; dark gray; wet; about 10% coarse to fineGRAVEL; about 80% medium to fine SAND; about 10%nonplastic fines.

Poorly graded GRAVEL with SAND (GP); very dense;gray; wet; about 80% coarse to fine GRAVEL; about15% medium to fine SAND; about 5% nonplastic fines.

Bottom of borehole at 124.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

78

67

11

12

1:00pm

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_84725_3B_R REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-36.00

-38.00

-40.00

-42.00

-44.00

-46.00

-48.00

-50.00

-52.00

-54.00

-56.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-17-13COMPLETION DATE

8-19-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_85525_11BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Std Cal (2.5"), HQ Core, SPT (1.4")TOTAL DEPTH OF BORING

117.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 855+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85525_11BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

11am

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85525_11BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85525_11BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

lost circulation, 300 gal of water usedso far

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85525_11BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Lean to fat CLAY (CL/CH); very stiff; greenish gray;moist; about 5 to 20% fine SAND; about 95 to 80%medium to high plasticity fines.

SANDY SILT (ML); hard; greenish gray; moist; about40% fine SAND; about 60% nonplastic to low plasticityfines.

SILTY SAND (SM); dense; dark gray; moist; about 65to 70% fine SAND; about 30 to 35% nonplastic fines;Interbedded layers of silt.

Lean CLAY (CL); hard; greenish gray; moist; about10% fine SAND; about 90% medium plasticity fines.

0

0

0

98

78

87

1

2

3

4

5

6

8/17/131:46pm end gravel layer

filled mud tank with 100 gal of water

20

25

30

10

12

12

30

34

PP =2.5

PP =>4.5

PP =>4.5

PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85525_11BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

55

24

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Lean CLAY (CL) (continued).

Bottom of borehole at 117.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

876 PP =>4.5PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85525_11BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

9-4-13COMPLETION DATE

9-4-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_85625_12BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

HQ Core, SPT (1.4")TOTAL DEPTH OF BORING

120.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

12.00' Rt Sta 856+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85625_12BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85625_12BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85625_12BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

end gravel layer

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85625_12BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

CLAYEY SAND (SC); dense; gray; moist to wet; about5% fine GRAVEL; about 45% fine SAND; about 50%low to medium plasticity fines.Poorly graded SAND with SILT (SP-SM); mediumdense; dark gray; wet; about 90% fine SAND; about10% nonplastic fines; interbedded layers of silty SAND.SANDY SILT (ML); dark greenish gray; moist; about30% fine SAND; low plasticity fines.SILT (ML); very stiff; dark greenish gray; moist; about10 to 15% fine SAND; low plasticity fines.

Lean CLAY (CL); stiff to very stiff; dark greenish gray;moist; about 5% fine SAND; about 95% mediumplasticity fines; slightly blocky.

Hard; blocky.

Low to medium plasticity fines.

SILTY SAND (SM); dark gray; wet; about 80% mediumto fine SAND; about 20% nonplastic fines.

Poorly graded SAND (SP); dark gray; wet; about 95%medium to fine SAND; about 5% nonplastic fines.

Poorly graded SAND with SILT (SP-SM); about 90%medium to fine SAND; about 10% nonplastic fines.SANDY SILT (ML); about 50% medium to fine SAND;about 50% low plasticity fines.

61

98

83

40

90

1

2

3

4

5

end gravel layer

10

16

17

PP =3.5

PP = 3

PP =1.75

PP = 3

PP =>4.5

PP =>4.5

PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85625_12BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

33

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Poorly graded SAND with SILT (SP-SM); about 90%medium to fine SAND; about 10% nonplastic fines.

SILTY SAND (SM); about 85% medium to fine SAND;about 15% nonplastic fines.

Poorly graded SAND with SILT (SP-SM); about 90%medium to fine SAND; about 10% nonplastic fines.

Bottom of borehole at 120.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

90

100

5

6

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85625_12BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

68.5 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 75SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-17-13COMPLETION DATE

8-19-13LOGGED BY

David CastroBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_85725_13BDRILLING CONTRACTOR

Gulf Shore, Driller Name: Carlos

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), SPT (1.4")TOTAL DEPTH OF BORING

118.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 857+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85725_13BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

66.50

64.50

62.50

60.50

58.50

56.50

54.50

52.50

50.50

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85725_13BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

46.50

44.50

42.50

40.50

38.50

36.50

34.50

32.50

30.50

28.50

26.50

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85725_13BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

22.50

20.50

18.50

16.50

14.50

12.50

10.50

8.50

6.50

4.50

2.50

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

lost 800 gal of water so far

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85725_13BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.50

-3.50

-5.50

-7.50

-9.50

-11.50

-13.50

-15.50

-17.50

-19.50

-21.50

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

CLAYEY SAND (SC); dense; greenish gray; moist;about 65 to 50% fine SAND; about 35 to 50% mediumplasticity fines.

SILTY CLAY (CL-ML); stiff; greenish gray; moist; tracefine GRAVEL.Lean to fat CLAY (CL/CH); very stiff; greenish gray;moist; trace fine GRAVEL; blocky.

CLAYEY SAND (SC); very dense; greenish gray; moist;about 70% medium to fine SAND; about 30% fines.

SILTY SAND (SM); dense; greenish gray; moist; about75% fine SAND; about 25% nonplastic fines.

Coarse to fine SAND.

Trace GRAVEL; fine SAND.

67

100

89

89

100

89

89

67

67

72

1

2

3

4

5

6

7

8

9

10

lost 1000 gal of water so far

Drillers augered to 99 ft to stopcirculation loss.

13

20

23

9

15

23

10

21

27

14

23

39

14

27

45

9

17

26

12

22

26

8

15

28

11

17

30

13

18

33

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85725_13BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.50

-27.50

-29.50

-31.50

-33.50

-35.50

-37.50

-39.50

-41.50

-43.50

-45.50

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

43

38

48

62

72

43

48

43

47

51

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

SILTY SAND (SM) (continued).

Lean CLAY with SAND (CL); hard; greenish gray;moist; about 15% fine SAND; about 85% mediumplasticity fines; blocky.

Bottom of borehole at 118.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

10011 9

22

40

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85725_13BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.50

-51.50

-53.50

-55.50

-57.50

-59.50

-61.50

-63.50

-65.50

-67.50

-69.50

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

62

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 75SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-19-13COMPLETION DATE

8-20-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_85825_14BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Tom Scott

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), SPT (1.4")TOTAL DEPTH OF BORING

116.5 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 858+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85825_14BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85825_14BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85825_14BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85825_14BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Lean to fat CLAY (CL/CH); very stiff; greenish gray;moist; about 5% fine SAND; about 95% medium to highplasticity fines; blocky.

SILT with SAND (ML); stiff to very stiff; greenish gray;moist; about 25% fine SAND; about 75% nonplasticfines.

SILTY SAND (SM); dense; dark gray; wet; about 85%medium to fine SAND; about 15% nonplastic fines.

Lean CLAY (CL); very stiff; greenish gray; moist; about10% fine SAND; about 90% low to medium plasticityfines; blocky.SILTY SAND (SM); very dense; dark greenish gray;wet; about 65% medium to fine SAND; about 35%nonplastic to low plasticity fines.Poorly graded SAND (SP); very dense; dark gray; wet;about 95% SAND; about 5% nonplastic fines.

Lean CLAY (CL); very stiff; greenish gray; moist; about5% fine SAND; about 95% medium plasticity fines;blocky.

100

100

100

100

100

100

100

88

1

2

3

4

5

6

7

8

end gravel layer

12

15

17

15

18

22

18

19

23

14

17

25

14

18

20

20

30

32

15

24

35

16

16

18

PP =3.0

PP =2.75

PP =2.5

PP =2.0

PP =2.75

PP =3.25

PP =3.75

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85825_14BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

32

40

42

42

38

62

59

34

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Lean CLAY (CL) (continued).

Bottom of borehole at 116.5 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

888

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85825_14BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

34116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-19-13COMPLETION DATE

8-20-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_85925_15BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), SPT (1.4")TOTAL DEPTH OF BORING

117.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 859+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85925_15BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85925_15BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85925_15BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

add 50 gal of water

add 50 gal of water

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85925_15BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines; blocky.

SILTY CLAY with SAND (CL-ML); very stiff; moist;about 20% fine SAND; about 80% low to mediumplasticity fines.

Lean CLAY (CL); very stiff; greenish gray; moist; about5% fine SAND; about 95% medium plasticity fines;blocky.SILTY SAND (SM); dense; dark gray; wet; about 80%medium to fine SAND; about 20% nonplastic fines.Lean CLAY with SAND (CL); stiff to very stiff; greenishgray; moist; about 15% fine SAND; about 85% mediumplasticity fines.

SILTY SAND (SM); very dense; dark gray; moist; about55% fine SAND; about 45% nonplastic to low plasticityfines.

Poorly graded SAND (SP); dense to very dense; darkgray; moist; about 95% medium to fine SAND; about5% nonplastic fines; Interbedded layer of silt.

Lean CLAY (CL); very stiff to hard; greenish gray;moist; about 5% medium to fine SAND; about 95%medium plasticity fines; blocky.Poorly graded SAND (SP); very dense; greenish gray;wet; about 95% medium to fine SAND; about 5% fines.

100

100

100

88

100

75

68

71

1

2

3

4

5

6

7

8

end gravel layer

18

19

16

16

16

18

12

15

21

14

20

22

21

26

38

14

26

28

34

37

50/4"

PP =4.25

PP =>4.5

PP =2.25

PP =>4.5PP =>4.5PP =2.5

PP =2.25

PP =3.0

PP =3.5

PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85925_15BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

35

34

36

42

64

54

87/10

45

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Dark gray.Poorly graded SAND (SP) (continued).

Bottom of borehole at 117.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

718 14

18

27

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_85925_15BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

45116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-23-13COMPLETION DATE

8-23-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_86325_19BRDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

HQ Core, SPT (1.4")TOTAL DEPTH OF BORING

117.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 863+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86325_19BR REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86325_19BR REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86325_19BR REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

end of gravel layer

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86325_19BR REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Poorly graded SAND (SP); dark gray; wet; about 95%medium to fine SAND; about 5% nonplastic fines.

SILTY SAND (SM); dark greenish gray; wet; about 80%fine SAND; about 20% nonplastic fines.Poorly graded SAND (SP); dark gray; wet; about 95%medium to fine SAND; about 5% nonplastic fines; 4"interbedded layer of SILT.

SILT (ML); very stiff; dark greenish gray; moist; about5% fine SAND; about 95% low plasticity fines.

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines.

SILTY SAND (SM); dark gray; wet; about 75% fineSAND; about 25% nonplastic fines.

About 80% SAND; about 20% nonplastic fines.

Poorly graded SAND with SILT (SP-SM); dark gray;wet; about 90% fine SAND; about 10% nonplastic fines.

SANDY SILT (ML); dark gray; moist; about 45% fineSAND; about 55% nonplastic to low plasticity fines.Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines.

0

100

94

65

94

100

1

2

3

4

5

6

end of gravel layer

15

23

25

PP =3.75

PP =3.0

PP =>4.5

PP =>4.5

PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86325_19BR REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

48

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Lean CLAY (CL) (continued).

Bottom of borehole at 117.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

1006 PP =>4.5PP =>4.5PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYJohn Wright

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86325_19BR REA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-19-13COMPLETION DATE

8-20-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_86425_20BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), HQ Core, SPT (1.4")TOTAL DEPTH OF BORING

117.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 864+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86425_20BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86425_20BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86425_20BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

end gravel layer

fluid loss, add 100 gal of water

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86425_20BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Lean CLAY (CL); stiff to very stiff; greenish gray; moist;trace fine GRAVEL; medium plasticity fines.

SANDY SILT (ML); stiff; greenish gray; moist; about45% fine SAND; about 55% low plasticity fines.

SILTY SAND (SM); medium dense to dense; dark gray;about 80% fine SAND; about 20% nonplastic fines.

Poorly graded SAND (SP); medium dense to dense;dark gray; about 95% medium to fine SAND; about 5%nonplastic fines.SILTY SAND (SM); medium dense to dense; dark gray;about 85 to 80% medium to fine SAND; about 15 to20% nonplastic fines; Interbedded layers of silt.

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% low to medium plasticity fines.CLAYEY SAND (SC); medium dense to dense; darkgreenish gray; moist; about 60% fine SAND; about 40%low plasticity fines.Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines.

Lean CLAY with SAND (CL); hard; greenish gray;moist; about 15% fine SAND; about 85% mediumplasticity fines.

CLAYEY SAND (SC); dense; dark greenish gray; moist;about 60% fine SAND; about 40% low plasticity fines.Lean CLAY with SAND (CL); hard; greenish gray;moist; about 5 to 10% fine SAND; about 95% mediumplasticity fines; blocky.

CLAYEY SILT with SAND (ML/CL); hard; greenishgray; moist; about 20% fine SAND; about 80% lowplasticity fines.

100

100

81

80

100

98

100

1

2

3

4

5

6

7

end gravel layer

14

14

16

16

11

13

PP =2.5

PP =2.25

PP =>4.5PP =4.5

PP =>4.5

PP =>4.5

PP =>4.5

PP =>4.5

PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86425_20BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

30

24

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

CLAYEY SILT with SAND (ML/CL) (continued).

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines; blocky.Bottom of borehole at 117.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

1007 PP =>4.5PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86425_20BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-20-13COMPLETION DATE

8-21-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_86525_21BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), HQ Core, SPT (1.4")TOTAL DEPTH OF BORING

117.0 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 865+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86525_21BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86525_21BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86525_21BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

end gravel layer

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86525_21BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Lean CLAY (CL); stiff; greenish gray; moist; about 5 to10% fine SAND; about 95% medium plasticity fines.

SILTY SAND (SM); medium dense; greenish gray;moist; about 40% fine SAND; about 60% low plasticityfines.

Poorly graded SAND with SILT (SP-SM); mediumdense; greenish gray; moist; about 90 to 85% SAND;about 10 to 15% nonplastic to low plasticity fines.SILTY SAND (SM); medium dense; dark gray; wet;about 80 to 75% fine SAND; about 20 to 25%nonplastic fines.

Poorly graded SAND (SP); medium dense; dark gray;wet; about 95% SAND; about 5% fines.

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines; blocky.

13

67

100

100

83

64

100

100

1

2

3

4

5

6

7

8

end gravel layer

25

28

37

10

11

15

PP =2.75

PP =2.75

PP =2.5

PP =1.5

PP =>4.5

PP =2.5

PP =>4.5

PP =>4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86525_21BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

65

26

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Poorly graded SAND (SP); medium dense to dense;dark gray; wet; about 95% SAND; about 5% nonplasticfines.SANDY SILT (ML); hard; gray; moist; about 45% fineSAND; about 55% nonplastic to low plasticity fines.Bottom of borehole at 117.0 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

1008 PP =>4.5

PP =2.0

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86525_21BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

AFTER DRILLING (DATE)DURING DRILLINGN/A N/A

SURFACE ELEVATION

69.0 ftDRILLING METHOD

Rotary WashDRILL RIG

CME 850SPT HAMMER TYPE

Automatic Trip, 140 lb, 30 inchBOREHOLE BACKFILL AND COMPLETION

Cement GroutGROUNDWATERREADINGS

BEGIN DATE

8-21-13COMPLETION DATE

8-22-13LOGGED BY

John WrightBOREHOLE LOCATION (Lat/Long or North/East and Datum) HOLE ID

13_86725_23BDRILLING CONTRACTOR

Geo-Ex, Driller Name: Ryan

HAMMER EFFICIENCY, ERiSAMPLER TYPE(S) AND SIZE(S) (ID)

Mod Cal (2"), HQ CoreTOTAL DEPTH OF BORING

116.5 ft

BOREHOLE DIAMETER

4 in

BOREHOLE LOCATION (Offset, Station, Line)

0.00' Rt Sta 867+25 Reach 13

.M

ater

ial

Gra

phi

cs

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86725_23BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET1 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

67.00

65.00

63.00

61.00

59.00

57.00

55.00

53.00

51.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86725_23BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET2 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

47.00

45.00

43.00

41.00

39.00

37.00

35.00

33.00

31.00

29.00

27.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86725_23BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET3 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

23.00

21.00

19.00

17.00

15.00

13.00

11.00

9.00

7.00

5.00

3.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

end gravel layer

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86725_23BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET4 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-1.00

-3.00

-5.00

-7.00

-9.00

-11.00

-13.00

-15.00

-17.00

-19.00

-21.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines.

Poorly graded SAND (SP); dense; dark gray; wet; about95% medium to fine SAND; about 5% nonplastic fines.

SILT (ML); hard; greenish gray; moist; about 10% fineSAND; about 90% low plasticity fines.

Lean CLAY (CL); hard; greenish gray; moist; about 5%fine SAND; about 95% medium plasticity fines; blocky.

SANDY SILT (ML); hard; greenish gray; moist; about30 to 45% fine SAND; about 70 to 65% low plasticityfines.

SILTY SAND (SM); medium dense to dense; dark gray;wet; about 65% fine SAND; about 35% nonplastic tolow plasticity fines.Poorly graded SAND (SP); medium dense; dark gray;wet; about 95% coarse to fine SAND; about 5%nonplastic fines.

33

100

100

100

85

1

2

3

4

5

gravel layer

end gravel layer

25

28

29

PP =>4.5

PP =>4.5

PP =4.0

PP =3.75

PP =4.0

PP =3.5

PP =4.5

PP =4.5

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86725_23BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

(continued)

SHEET5 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-25.00

-27.00

-29.00

-31.00

-33.00

-35.00

-37.00

-39.00

-41.00

-43.00

-45.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws

per

foot

57

92

93

94

95

96

97

98

99

100

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

Poorly graded SAND (SP) (continued).

Bottom of borehole at 116.5 ft bgs

FINAL LOG:The lines designating the interface between soil typesare approximate. The transition between soil types maybe abrupt or gradual. Our final logs represent ourinterpretation of the field logs and general knowledge ofthe site and geological conditions.

855

Mat

eria

lG

rap

hics

Sam

ple

Loca

tion

COUNTYYUB

DESCRIPTION

Rec

over

y (%

)

Dril

ling

Met

hod

Cas

ing

Dep

th

PREPARED BYDavid Castro

DATE

PROJECT OR BRIDGE NAMESBFCA

BRIDGE NUMBER

HOLE ID

13_86725_23BEA03-13-120.1

REPORT TITLEBORING RECORD

DIST.03

ROUTE POSTMILED

SHEET6 of 6

RQ

D (

%)

Sam

ple

Num

ber

Moi

stur

eC

onte

nt (

%)

Remarks

Blo

ws

per

6 in

.

ELE

VA

TIO

N (

ft)

-49.00

-51.00

-53.00

-55.00

-57.00

-59.00

-61.00

-63.00

-65.00

-67.00

-69.00

DE

PT

H (

ft)

Dry

Uni

t Wei

ght

(pcf

)

She

ar S

tren

gth

(tsf

)

Blo

ws