inspection quality assurance program drilled shaft
TRANSCRIPT
Drilled Shaft Inspector PlansInspection Quality Assurance Program
2019
Geotechnical Report
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
R.Q.D.% Rec.Core Hardness
C11
C12
R.Q.D.% Rec.Core Hardness
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
R.Q.D.% Rec.Core Hardness
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
R.Q.D.% Rec.Core Hardness
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.
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 3 (29.9 – 38.4 ft.) Disregard project name on box.
19075DH14-01, Box 4 (38.4 – 46.5 ft.) Disregard project name on box.
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 5 (46.5 – 49.9 ft.) Disregard project name on box.
19075DH14-06, Box 1 (0.0 – ~10 ft.)
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.
19075DH14-06, Box 2 (~10 – ~20 ft.) 19075DH14-06, Box 3 (~20 – 33.3 ft.)
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.
19075DH14-06, Box 4 (33.3 – 35.8 ft.) AH16-1, Box 1 (22.5’ to 41.5’)
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.
AH16-1, Box 2 (41.5’ to 44.5’). DH16-2B, Box 1 (0.0’ to 25.5’)
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.
DH16-2B, Box 2 (25.5’ to 51.7’). DH16-2B, Box 3 (51.7’ to 60.0’).
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.
AH16-10, Box 1 (20.0’ to 30.5’). AH16-10, Box 2 (30.5’ to 37.0’).
Plans
15035 Contract Plans 1/322
15035 Contract Plans 107/322
15035 Contract Plans 108/322
15035 Contract Plans 109/322
15035 Contract Plans 110/322
15035 Contract Plans 111/322
15035 Contract Plans 112/322
15035 Contract Plans 113/322
15035 Contract Plans 114/322
15035 Contract Plans 121/322
15035 Contract Plans 122/322
15035 Contract Plans 139/322
15035 Contract Plans 140/322
15035 Contract Plans 141/322
15035 Contract Plans 142/322
15035 Contract Plans 143/322
15035 Contract Plans 146/322
15035 Contract Plans 149/322
15035 Contract Plans 158/322
15035 Contract Plans 159/322
15035 Contract Plans 160/322
15035 Contract Plans 161/322
15035 Contract Plans 162/322
15035 Contract Plans 170/322
15035 Contract Plans 173/322
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
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
10'-0" minimum rock socket extends to the estimatedtip elevation.
++ Drafting Error Only - No Revision Necessary ++
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