inspection quality assurance program drilled shaft

Drilled Shaft Inspector PlansInspection Quality Assurance Program

2019

Geotechnical Report

hwye56q

Text Box

FIGURE 1

Drill Hole Location

LEGEND

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Copyright:© 2013 National Geographic Society, i-cubed

OREGON DEPARTMENT OF TRANSPORTATIONUS97: SPANISH HOLLOW CREEK & TROUT CREEK BRIDGES

Vicinity MapESRI Topo Imagery

0 1 2 3 4 50.5

Miles

05/30/2017

DISCLAIMER:This product is for informational purposes only and may nothave been prepared for or be suitable for legal, engineering

or surveying purposes. Users of this information shouldreview or consult the primary data and information sourcesto ascertain the usability of the information. This map was

produced using ESRI ArcMap v. 10.$geo_br_enviro share\Projects\Sherman\19075_US97_Spanish_Hollow_Creek_Bridge_Seismic Retrofit\Maps\Br22538_VicMap.pdf

BRIDGE NO. 22538 (Old #08855), US97, MP 0.39 SW1/4 Sec. 9, T. 2 N., R. 16 E., W.M.; Sherman County

Project Location

BendBurns

Portland

EugeneSalem

Klamath Falls

Roseburg

La Grande

Medford

PendletonHermiston

Lakeview

The Dalles

Biggs Junction

Br. #22538Project Site

Wasco

!A

!A

19075DH14-06Long: -120.8268, Lat: 45.6681(NAD83 decimal degrees)

19075DH14-01Long: -120.8267, Lat: 45.6679(NAD83 decimal degrees)

US97

US97

!A

!A!A

!A!A AH16-1: 15' from bridge end;4.3' inside S.B. fogline

AH16-10: 23.0' Rt. C/L;10.5' S.B. of Bent 5 C/L

AH16-2A: 6.4' from bridge end;3.3' inside S.B. fogline

DH16-2B: 11.8' from bridge end;3.5' inside S.B. fogline

£¤97

0.2

0.3

0.4

0.5

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN,IGP, swisstopo, and the GIS User Community

OREGON DEPARTMENT OF TRANSPORTATION19075: US97 SPANISH HOLLOW CREEK BRIDGES - SEISMIC RETROFITMP 0.39, BR #08855

Boring Location MapESRl World Imagery

0 500250

Feet

03/18/2016

DISCLAIMER:This product is for informational purposes only and may nothave been prepared for or be suitable for legal, engineering

or surveying purposes. Users of this information shouldreview or consult the primary data and information sourcesto ascertain the usability of the information. This map was

produced using ESRI ArcMap v. 10.$geo_br_enviro share\Projects\Sherman\19075 US97: Spanish Hollow Creek Bridge Seismic Retrofit\Drilling\Maps\Br08855_AllBoringLocs.pdf

LEGEND

Sherman Highway (Hwy. #042/US97), Sherman County

!A Boring Location

PLAN

ELEVATIONScale: 1"=20'-0"

Scale: 1"=20'-0"

N

To Wasco

3

pw:\\WPDOTAPPL127.partners.odot.or.gov:PW_ODOT_PROD\Documents\STIP_Projects\K19075\2_Design\2_Plan_Sheets\BR_22538_gt_01.dgn :: Default 4/28/2017 8:45:23 AM hwye78x 1"=20' Scale: Rotation: 0°

Ele

vation (ft.)

Ele

vation (ft.)

27+50

Stationing (ft.)

250

260

270

280

290

240

230

220

210

200

190

180

170

28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00

250

260

270

280

290

240

230

220

210

200

190

180

170

To Biggs

30

+00

31+00

32

+00

29+00

28

+00

LEGENDNOTES:

= Core Sample

24

C1

= Test Bore Location

geotechnical report and drill logs therein.

terminology from the drill logs. Refer to the

consolidation of information and/or revision in

1. Geotechnical data shown on this drawing is a

32+50

Datum 1988 (NAVD88).

3. Elevations shown are based on North American Vertical = Standard Penetration Test - N Value (uncorrected)

28+00 33+00

AH16-10

DH16-2B AH16-2A

DH14-01

DH14-06

02/02/2016

3071

2113

6149 50/2"

50 1st 1"

C-2C-3A

C-3B

C-4

AH16-10

03/08/2016

C-1

C-1C-2A

C-2B51

C-330

C-4C-58

C-650 1st 4.5"C-7AC-7B

C-8

C-9

C-10

01/21/2014DH14-01

6142

236

1824

55/9.5"

AH16-2A

02/03/2016

C-1A C-1BC-2

C-3C-4

C-5

C-6

C-731

C-841

C-942

C-1165

C-12C-13

C-14AC-14BC-15

DH16-2B

02/04/2016

Existing Bridge Deck @ {

2. For Core Samples and RQD, see Dwg. No. 00000 (Sheet 4).

Existing Bridge #08855

Groundline @ 20'-0" Lt. {

Groundline @ 20'-0" Rt. {

Groundline @ { Bridge

C-1AC-1B

C-2C-3AC-3B30 C-451C-5

50 1st 2.5"C-613C-7 8 C-850 1st 2.5"C-9

02/25/2014

DH14-06

Note: Existing structure not shown for clarity.

2810

85

96

53650 1st 2" C-1

C-2 74/9"C-3

65C-4 C-5

C-6C-7 54C-8 C-9

50 1st 0.5"50 1st 3"

50 1st 2"

50 1st 2"

90/10"

El. 268.6' El. 268.8'

El. 245.5'

El. 246.8'El. 246.2'

El. 277.6'

AH16-1

AH16-1

4. Boring DH14-06 location and elevation are approximate.

SHC03

SUBJECT TO CHANGE

A C

GEOTECHNICAL DATA 1 OF 2

Michael L. Graves

See sheet 1 for this structure.

SHEET

OF

DRAWING NO.

DATE REVISION BY

CALC. BOOK

STRUCTURE NO.

DRAFTER:

CHECKER:

REVIEWER:

ACCOMPANIED BY DWGS.

DESIGNER: DATEOREGON DEPARTMENT OF TRANSPORTATION

drawing is not to scalemeasure one inch then

If scale bar doesn't

SCALE WARNING

FO

R R

EVIE

W O

NL

Y

22538

6825

Kris E. Iverson

N/A

Curtis C. Ehlers

CERTIFIED

ENGINEERING GEOL

OG

IST

OREGON

E1610

RENEWAL DATE: JAN. 31, 2018

CURTIS C. EHLERS

(541) 388-6225 Fax: (541) 385-0476

BEND, OR 97703-5765

63055 N Highway 97, Building M

REGION 4 BRIDGE ENGINEERING

SHERMAN COUNTY

SHERMAN HIGHWAY

SPANISH HOLLOW CR_HWY 42_MP0.39

US97: SPANISH HOLLOW CREEK & TROUT CREEK BRIDGES PROJECT18

APRIL - 2017

235 ft

245 ft

245 ft

BC

BC

BC

250 ft

250 ft

BC

255 ft

255 ft

BC

BC

260 ft

265 ft

Michael L. Graves

See sheet 1 for this structure.

SHEET

OF

DRAWING NO.

DATE REVISION BY

CALC. BOOK

STRUCTURE NO.

DRAFTER:

CHECKER:

REVIEWER:

ACCOMPANIED BY DWGS.

DESIGNER: DATEOREGON DEPARTMENT OF TRANSPORTATION

drawing is not to scalemeasure one inch then

If scale bar doesn't

SCALE WARNING

FO

R R

EVIE

W O

NL

Y

22538

6825

Kris E. Iverson

N/A

Curtis C. Ehlers

CERTIFIED

ENGINEERING GEOL

OG

IST

OREGON

E1610

RENEWAL DATE: JAN. 31, 2018

CURTIS C. EHLERS

(541) 388-6225 Fax: (541) 385-0476

BEND, OR 97703-5765

63055 N Highway 97, Building M

REGION 4 BRIDGE ENGINEERING

SHERMAN COUNTY

SHERMAN HIGHWAY

SPANISH HOLLOW CR_HWY 42_MP0.39

US97: SPANISH HOLLOW CREEK & TROUT CREEK BRIDGES PROJECT18

APRIL - 2017

pw:\\WPDOTAPPL127.partners.odot.or.gov:PW_ODOT_PROD\Documents\STIP_Projects\K19075\2_Design\2_Plan_Sheets\BR_22538_gt_02.dgn :: Default 4/28/2017 8:47:02 AM hwye78x 1"=20' Scale: Rotation: 0°

R.Q.D.% Rec.Core Hardness

100


C11

C12


DH14-01 DH16-2B

AH16-10

NOTES:

C1

C2A

C2B

C3

C4

C5

C6

C7A

C7B

C8

C9

C10

73

68

-

66

58

38

58

76

-

100

100

-

R3-R4

R3-R4

R4

R4 80

58

100

66

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

-

34

98 R4 53

-

R3 58

58

26

90

-

-

-

-

-

-

-

-

C1A

C1B

C2

C3

C4

C5

C6

C7

C8

C9

C14B

C14A

C12

C15

54

85

48

36

30

18

32

40

30

C1

C2

C3A

C3B

C4

R3

R2-R3

R2-R3

R3

R3-R4 40

38

28

0

-

80

80

100

-

98

4

SHC04

UNIT DESCRIPTIONS


DH14-06

C1B

C4

C8

C9

78

-

70

87

-

85

86

74

40

-

R3-R4 75

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

C1A

C2

C3A

C3B

C5

C6

C7

36

98

-

-

-

-

from the drill logs. Refer to the geotechnical report and drill logs therein.

1. Geotechnical data shown on this drawing is a consolidation of information and/or revision in terminology


AH16-01

C6

60

40

38

30

85

29

47

75

70

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

C3

C7

C8

C9 - -

C1

C2

C4

C5

Dense to very dense, Fine to coarse sand, angular to subrounded gravel and cobble.

GRAVEL, poorly graded GRAVEL with cobble; GW-GM/GP-GM/GP; Brown/gray; Nonplastic; Moist to wet;

sand, poorly graded GRAVEL with sand, poorly graded GRAVEL with sand and cobble, poorly graded

COARSE ALLUVIUM: Well graded GRAVEL with silt and sand, poorly graded GRAVEL with silt and

Medium stiff and estimated loose; fine to medium sand; Gradationally to vaguely stratified.

EOLIAN DEPOSIT: Sandy SILT to Silty SAND; ML to SM; Light brown to brown-gray; Nonplastic; Wet;

discoloration; few vesicles to highly vesicular, brecciated and sheared seams.

(R3-R4); Very close to moderately close jointed; Stained and mineral-coated joint surfaces; Rockmass

WEATHERED BASALT: BASALT; Gray/brown; Slightly to moderately weathered; Medium hard to hard

piers and along stream channel.

asphalt concrete and aggregate base beneath the traveled roadway and rip-rap placed near abutments,

Moist to wet; Loose to very dense; Fine to coarse sand, angular to rounded gravel and cobble; Includes

with cobble and boulder; SM/SP-SM/SW-SM/GM/GP-GM/GP/GW/GW-GM; Brown to gray; Nonplastic;

with sand and cobble, poorly graded GRAVEL, poorly graded GRAVEL with cobble, poorly graded GRAVEL

graded GRAVEL with silt and sand and cobble, poorly graded GRAVEL with sand, poorly graded GRAVEL

with silt and sand, well graded GRAVEL with sand, poorly graded GRAVEL with silt and sand, poorly

and gravel, poorly graded SAND with silt and gravel, silty GRAVEL with sand, well graded GRAVEL

FILL: Silty SAND, silty SAND with gravel, poorly graded SAND with silt, well graded SAND with silt

partially welded to decomposed ash matrix.

to soft (Rock, R2-R3); Very close to close jointed; Stained joint surfaces; Vesicular basalt fragments with

FLOW BRECCIA: BRECCIA; Gray/brown; Moderately weathered to predominantly decomposed; Medium hard

16

2. For approximate location of drill holes, see Dwg. No. SCH03.

SUBJECT TO CHANGE

A C

GEOTECHNICAL DATA 2 OF 2

US97: Spanish Hollow Bridges – Seismic Retrofit Project Bridge #08855 (MP 0.39) Exploration Core Photos

Note: Black “X” or “V” markings on core samples indicate mechanical and/or boxing breaks.

19075DH14-01, Box 1 (0.0 – ~13 ft.) Disregard project name on box.

19075DH14-01, Box 2 (~13 – 29.9 ft.) Disregard project name on box.



19075DH14-01, Box 3 (29.9 – 38.4 ft.) Disregard project name on box.





19075DH14-06, Box 1 (0.0 – ~10 ft.)



19075DH14-06, Box 2 (~10 – ~20 ft.) 19075DH14-06, Box 3 (~20 – 33.3 ft.)



19075DH14-06, Box 4 (33.3 – 35.8 ft.) AH16-1, Box 1 (22.5’ to 41.5’)



AH16-1, Box 2 (41.5’ to 44.5’). DH16-2B, Box 1 (0.0’ to 25.5’)



DH16-2B, Box 2 (25.5’ to 51.7’). DH16-2B, Box 3 (51.7’ to 60.0’).



AH16-10, Box 1 (20.0’ to 30.5’). AH16-10, Box 2 (30.5’ to 37.0’).

15035 Contract Plans 1/322

Shop Drawings

By Paul Strauser at 12:52 pm, Mar 27, 2018

ACCEPTED

ACCEPTED WITH COMMENTS

APPROVED

APPROVED AS NOTED

RETURNED FOR CORRECTION

ODOT BRIDGE DESIGN UNIT

DATE :

OREGON TRANSPORTATION COMMISSIONSubject to Section 00150.00 & 00150.35

of the Standard Specifications for Highway Construction

Mar 27, 2018

By Paul Strauser at 12:47 pm, Mar 27, 2018

ACCEPTED


APPROVED

APPROVED AS NOTED



DATE :



Mar 27, 2018

10'-0" minimum rock socket extends to the estimatedtip elevation.

++ Drafting Error Only - No Revision Necessary ++

ACCEPTED


APPROVED

APPROVED AS NOTED



DATE :



Mar 27, 2018