Prospective Material Source Narrative - Grass Butte Cinder Pit.pdf
PDF 2 MB Posted
- Attached to
- RFCQ - ESB Prineville Sanding Aggregate
- Solicitation number
- S-73000-00009146
- Issued by
- Crook County, Oregon
About this file
This document is a narrative related to the Grass Butte Cinder Pit, which is a prospective material source being offered for a state and local contract opportunity to supply 10,000 cubic yards of cinder winter traction sanding aggregate. The pit is jointly owned and cooperatively managed by the Oregon Department of Transportation (ODOT) and Crook County. The narrative provides details on the site geology, past site exploration, and the current project-specific development plan for excavation, processing, and stockpiling of the required aggregate. Contractors are advised to carefully review the available information, become familiar with the site conditions, and submit any proposed development plan changes for approval.
The pricing and other commercial terms are not detailed in this narrative, but additional information is available through ODOT's material source files. The narrative indicates that this is an ODOT-provided material source being offered for the state and local contract opportunity, and that no seeding is required for this project. Contractors should consider the need for specialized equipment or processing to handle the existing oversized material on site.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Plans 10-23-2023.pdf | ||
| 35893 RFCQ.docx | DOCX document | |
| Prelim Bid Results~93.xlsx | XLSX spreadsheet | |
| RFP Engineering Services Pettit Trail and Pickleball.pdf | ||
| 35893 RFCQ Attachments.docx | DOCX document | |
| Technical Specifications and Special Provisions~1.docx | DOCX document |
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Text version
Department of Transportation Region 4 Project Delivery 63055 N Hwy 97, Bldg M
Bend, OR 97703 Phone: (541) 388-6225
DATE: October 9, 2023
TO: James Scholtes
District 10 Manager, Bend
Ben DeGrande Project Manager, Bend
Ramon Alonso CES-3, Construction
FROM: Kris Iverson
Region 4 Project Geologist, Bend
Bobbi Jean Cummiskey, C.E.G.
Region 4 Engineering Geologist, Bend
REVIEWED: Scott Billings, C.E.G.
Region 4/5 Senior Engineering Geologist Bend
SUBJECT: 2023 Prineville Sanding Aggregate Production
Crook County, Oregon
RE: Narrative for Grass Butte Cinder Pit - Prospective Material Source
ODOT Source #OR-07-004-4, DOGAMI #07-0034 Ochoco Highway, MP 14.4
Introduction This memo and all the attachments are available through OR Buys to all bidders that inquire about this prospective material source, according to Section 00120.25 of the Oregon Standard Specifications for Construction 2024. This combination ODOT-owned/Crook County-owned source of aggregate materials is offered as prospective material source for excavation, processing and stockpiling of material for this project.
The prospective material source is an existing cinder pit known as Grass Butte Cinder Pit located in the S ½, S ½, SW ¼, SE ¼, of Section 9 and the N ½, N ½, NW ¼, NE ¼, of Section 16, T. 15 S., R. 15 E., W.M., in Crook County. Access to the site is at MP 14.4 of the Ochoco Highway (OR126) via turning northwest onto a cinder gravel surfaced haul road and travelling northwest and west 1.4 miles to the pit. The site access road is gated and locked; Contractors will need to coordinate site access with the Project Manager Ramon Alonso (ph. (541) 419-9481). This site is joint owned and cooperatively managed by ODOT and Crook County.
2023 Prineville Sanding Aggregate Production Narrative for Grass Butte Cinder Pit – Prospective Material Source Ochoco Hwy., OR126, MP14.4, Crook County
The current development plan for this source was prepared based upon the estimate of the current project requiring approximately 10,000 cubic yards of cinder winter traction sanding aggregate.
The excavation area shown on the separate plan map in the contract contains adequate material necessary to complete the project with the above proposed quantity.
As per Oregon Standard Specifications for Construction, Section 00120.15 Examination of Work Site and Solicitation Documents; Consideration of Conditions to be Encountered, Contractors shall carefully examine the available information for the source, and become familiar with the existing conditions, the appearance of the site, and the conditions they expect to encounter prior to bid submittal. As stated in the separate project material source operating specifications in the contract, proposed development plan changes shall be submitted in writing for approval by the Project Manager.
Refer to the Plans, Special Provision Section 00235 Agency Provided Material Source, and Special Provision Section 00680 Stockpiled Aggregates supplied in the Bid Packet, as this Narrative is for informational purposes only.
Source Geology Grass Butte Cinder Pit is located on a volcanic cinder deposit, mapped as a QTp geologic unit, in the center of a surrounding relatively small stratovolcano landform mapped as unit QTvm, composed of mafic vent and flow deposits. Beyond the terrain of the butte lies widespread flows of basalt, mapped as QTb.1 Available information suggests that the QTp and QTvm units are of Pliocene age (approx. 2.5 to 12 million years ago) and that the surrounding basalt flows are Miocene (12 to 26 million years).2 Onsite reconnaissance of the site excavation and related slopes reveals that the cinder deposits are segmented by welded cinder masses that appear to have a basalt feeder dike core structure in some locations. In the central portion of the site large excavations into the un-welded cinder have occurred between the welded zones leaving vertical and near-vertical walls along the contact boundaries. Pit excavation slopes to the west appear to contain some areas of un-welded cinder lying beneath thin overburden soils. In other areas to the north and east, the excavation slopes of un-welded cinder are capped by relatively thin basalt flow rock. The deepest portion of the pit excavation along the east edge has left a 60 foot high face of un-welded cinder with strata dipping steeply in an easterly direction.
Site Exploration The site was drilled in 2010 and 2012 by ODOT to evaluate general subsurface conditions for expansion of the pit. Six borings were drilled in 2010 to determine the depth of the cap rock. The site was again drilled in 2012 by ODOT.. The 2010 borings encountered a minimum of 50 feet of
1 Walker, George W. and MacLeod, Norman S.,1991. Geologic Map of Oregon. United States Geologic Survey. Denver, CO.
2Lina Ma, Ian P. Madin, Keith V. Olson, and Rudie J. Watzig, 2009, Geologic Units Map (OGDC v.5), Oregon Department of Geology and Mineral Industries, GIS Shapefile: G_MAP_UNIT.
basalt lava rock in 5 of the locations and 33 feet of basalt in other boring. In 2012, the drilling encountered thinner basalt and variable underlying deposits.
In 2015 the central portion of the pit floor was drilled with a total of twelve (12) borings being completed. The northern 5 augered borings (AH15-01 to AH15-05) encountered un-welded cinder material to the bottom of the borings, 30 to 35 feet below ground surface. Two borings (DH15-06 and DH15-07) located on a ridge of harder material were core sampled to determine the thickness and characteristics of the hard material. These two core-sampled borings encountered welded cinder with occasional basalt boulder materials to depths of 30 and 35 feet. Hardness is field-estimated at R1 to R2 with some harder R3 basalt rock material. Recovery of core sample was typically 100% and RQD values were moderate to high, indicating a massive, relatively wide-jointed rock condition.
Approximately 60 feet south of the ridge of harder material two additional augered borings encountered 30 feet of un-welded cinder material to the bottom of the holes. Three additional augered borings located further south encountered similar subsurface conditions.
If the Contractor desires to review additional information such as drill logs and related material source files beyond that contained in this narrative packet, make an appointment to do so according to the information under Additional Information, at the bottom of this document.
Current Project-Specific Design The strategy for operations is to excavate loose scoria material from the high point in the central region of the site by ripping. If there is not sufficient loose material to meet project quantity at the location shown on the Material Source Development Plan, contact Bobbi Jean Cummiskey, ODOT Geology (ph.(541) 316-9921) to determine alternate excavation location. The designed excavation includes 1V:1.5H slopes for general stability and safety, and to facilitate pushing and moving material toward the processing area. The contractor shall not leave any excavated slopes steeper than 1V:1.5H. Site operations are restricted to daylight hours daily.
During source cleanup the Contractor is required to place all oversize material loosened in the source, or in the existing oversize stockpile to be relocated as shown, in the oversize storage area.
The Contractor is not responsible for stockpiling, using, or reducing the size of oversize material outside of the excavation area, with the exception consolidating the stockpiled oversized material as shown. Some of the existing oversize stockpiled on site is in the 5 to 6 feet size range and indicates sizes that could be generated at the site.
Consideration should be given to the preparation of the bid, taking into account the need to handle or reduce and process material 2.5 feet or less in size as stated in the operating specifications.
Special equipment or equipment setup may be necessary for size reduction or processing of the existing or loosened and excavated material.
The produced sanding aggregate will be stockpiled at the material source in the main stockpile area, located east of the existing excavation and as shown on the Prospective Material Source Development Plan. The Contractor must coordinate with the Project Manager to discuss and agree on temporary and permanent stockpile layout and then prepare the stockpile area accordingly.
This operating plan will allow for removal of the required aggregate products for this project and leave the site in a condition that will allow for future systematic development. It is important that access roads and benches be maintained. The Contractor is required to leave the excavation floor free from abrupt slopes, holes or depressions. The processing and stockpile areas must be left in a uniform and reasonably smooth and level condition. When the current operation is completed the site excavation area and use areas must be left in a stable and safe condition. No seeding is required for this project.
Additional Information If additional information about the material source is desired, contact the Project Manager’s office
(ph. 541-419-9481). An appointment will be scheduled to view ODOT material source files.
Someone from the Geology staff must be present when the information is being reviewed; this is to assure accuracy and consistency in the distribution of information.
Attachments:
1. Prospective Material Source Exploration Logs and Core Photos
2. DOGAMI Limited Exemption Permit
3. ODOT/Crook County Intergovernmental Agreement
4. Crook County Land Use Approval
0.0 - 17.5
VOLCANIC CINDER:
Poorly graded SAND with silt and gravel;
SP-SM; Red-brown;
Nonplastic; Moist to Wet; Fine to coarse sand, angular gravel
17.5 - 27.5
VOLCANIC CINDER:
Poorly graded SAND with gravel; SP;
Red/black;
Nonplastic; Moist;
L- 1 (4.5-6.0) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 8% silt/50% sand/42% gravel; (Tephra)
L- 2 (9.5-11.0) Poorly graded SAND with silt and gravel;
SP-SM; Black/Red; Nonplastic; Moist to wet; Fine to coarse sand, angular gravel; Estimated 10% silt/60% sand/30% gravel, wet at bottom; (Tephra)
L- 3 (14.5-16.0) Poorly graded SAND with silt and gravel;
SP-SM; Black/Red; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/50% sand/40% gravel; (Tephra)
L- 4 (19.5-21.0) Poorly graded SAND with gravel; SP;
Used 8" HS Augers and 3" (L) split-spoon sampler.
DA: Some light grinding.
DA: Smooth.
DA: Smooth.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
8-12-11
8-13-12
8-15-15
7-11-12
July 21, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 21, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-01
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height31.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0/
Fine to coarse sand, angular gravel
27.5 - 31.0
VOLCANIC CINDER:
Poorly graded SAND with silt and gravel;
SP-SM; Red/brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/52% sand/43% gravel;
(Tephra)
L- 5 (24.5-26.0) Poorly graded SAND with gravel; SP;
Red; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 6% silt/52% sand/42% gravel; (Tephra)
L- 6 (29.5-31.0) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown/red; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 8% silt/52% sand/40% gravel; (Tephra)
DA: Smooth.
DA: Smooth.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
9-12-15
8-12-15
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-01 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 27.0
Poorly graded SAND with gravel; SP;
Black to Red-brown;
Nonplastic; Moist to wet; Fine to coarse sand, angular gravel;
Generally stratified with coarse beds/zones of cobble-size materialL- 1 (4.5-6.0) Poorly graded SAND with gravel; SP; Black;
Nonplastic; Moist; Fine to coarse sand, angular gravel;
Estimated 5% silt/50% sand/45% gravel; (Tephra)
L- 2 (9.5-11.0) Poorly graded SAND with gravel; SP;
Black; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 5% silt/53% sand/42% gravel; (Tephra)
L- 3 (14.5-16.0) Poorly graded SAND with gravel; SP;
Black; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 5% silt/50% sand/45% gravel; (Tephra)
L- 4 (19.5-21.0) Poorly graded SAND with gravel; SP;
Used 8" HS Augers and 3" split-spoon sampler.
DA: Rough to cobbly.
DA: Rough.
DA: Smooth. DR: Fast.
DA: Gravelly to cobbly.
DR: Slow.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
19-30-25
13-25-17
12-19-22
12-31-18
July 21, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 21, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-02
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height31.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
27.0 - 31.0
Poorly graded SAND with silt and gravel;
SP-SM; Red-brown;
Nonplastic; Moist to wet; Fine to coarse sand, angular gravel;
Generally stratified
Black and Red; Nonplastic; Wet; Fine to coarse sand, angular gravel; Stratified: SP w/gravel at top, cobble at middle, GP w/sand at bottom; Estimated 5% silt/50% sand/45% gravel; (Tephra)
L- 5 (24.5-26.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/48% sand/47% gravel;
(Tephra)
L- 6 (29.5-31.0) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Moist to wet; Fine to coarse sand, angular gravel; Stratified: SP-SM w/gravel at top, GP w/sand at bottom; Estimated 10% silt/50% sand/40% gravel; (Tephra)
DA: Gravelly to smooth.
DA: Rocky to cobbly.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
11-14-12
14-16-15
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-02 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 7.5
Poorly graded SAND with gravel; SP; Red;
Nonplastic; Moist;
Fine to coarse sand, angular gravel
7.5 - 12.5
VOLCANIC CINDER:
Poorly graded GRAVEL with sand;
GP; Red; Nonplastic;
Moist to damp; Fine to coarse sand, angular gravel
12.5 - 31.0
VOLCANIC CINDER:
Poorly graded SAND with silt and gravel;
SP-SM; Red to brown;
Nonplastic; Moist to wet; Fine to coarse sand, angular gravel;
Vaguely stratified
L- 1 (4.5-6.0) Poorly graded SAND with gravel; SP; Red;
Nonplastic; Moist; Fine to coarse sand, angular gravel;
Estimated 7% silt/48% sand/45% gravel; (Tephra)
L- 2 (9.5-11.0) Poorly graded GRAVEL with sand; GP;
Red; Nonplastic; Moist to damp; Fine to coarse sand, angular gravel; Estimated 5% silt/52% sand/43% gravel;
(Tephra)
L- 3 (14.5-16.0) Poorly graded SAND with silt and gravel;
SP-SM; Red; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified: cobble/large gravel at middle;
Estimated 10% silt/47% sand/43% gravel; (Tephra)
L- 4 (19.5-21.0) Poorly graded SAND with silt and gravel;
Used 8" HS Augers and 3" split-spoon sampler.
DA: Cobbly to gravelly.
DA: Cobbly. DR: Slow.
DA: Cobbly/Light grinding. DR: Slow.
DA: Cobbly/Light grinding. DR: Slow.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
7-19-15
7-8-14
8-24-16
12-17-22
July 21, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 21, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-03
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height31.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
SP-SM; Red; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/50% sand/40% gravel;
(Tephra)
L- 5 (24.5-26.0) Poorly graded SAND with silt and gravel;
SP-SM; Red; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/55% sand/35% gravel;
(Tephra)
L- 6 (29.5-31.0) Poorly graded SAND with silt and gravel;
SP-SM; Red to brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified: brown and high sand content at top, some welded sand-size cinder at bottom;
Estimated 10% silt/55% sand/35% gravel; (Tephra)
DA: Gravelly, then smooth. DR: Slow.
DA: Gravelly, then smooth. DR: Slow.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
9-18-21
10-14-18
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-03 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 17.5
Poorly graded SAND with silt and gravel;
SP-SM; Red-brown to Black-red;
Nonplastic; Moist;
Fine to coarse sand, angular gravel;
Vaguely stratified
17.5 - 32.5
VOLCANIC CINDER:
Poorly graded GRAVEL with sand to poorly graded GRAVEL with silt and
L- 1 (4.5-6.0) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/50% sand/40% gravel; (Tephra)
L- 2 (9.5-11.0) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/55% sand/35% gravel; (Tephra)
L- 3 (14.5-16.0) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown to Red/black; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/55% sand/35% gravel; (Tephra)
L- 4 (19.5-21.0) Poorly graded GRAVEL with sand; GP;
Used 8" HS Augers and 3" split-spoon sampler.
DA: Light grinding to cobbly.
DA: Gravelly, then smooth.
DA: Cobbly to gravelly.
DA: Gravelly, then smooth.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
12-11-9
July 21, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 21, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-04
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height36.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/ sand; GP to GP-GM;
Dark red-brown/red-brown/ brown; Nonplastic;
Moist to wet; Fine to coarse sand, angular gravel/cobble;
Generally stratified
32.5 - 36.0
VOLCANIC CINDER:
Poorly graded SAND with gravel; SP; Dark red-brown;
Nonplastic; Moist to wet; Fine to coarse sand, angular gravel
Dark red-brown; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 5% silt/55% sand/40% gravel;
(Tephra)
L- 5 (24.5-26.0) Poorly graded GRAVEL with silt and sand; GP-GM; Red-brown; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 10% silt/50% sand/40% gravel; (Tephra)
L- 6 (29.5-31.0) Poorly graded GRAVEL with silt and sand; GP-GM; Red-brown to brown; Nonplastic; Moist;
Fine to coarse sand, angular gravel/cobble; Estimated 10% silt/50% sand/40% gravel; (Tephra)
L- 7 (34.5-36.0) Poorly graded SAND with gravel; SP;
Dark red-brown; Nonplastic; Moist to wet; Fine to coarse sand, angular gravel; Estimated 5% silt/55% sand/40% gravel; (Tephra)
DA: Gravelly.
DA: Light grinding to cobbly/rocky.
DA: Gravelly.
L5
L6
L7
N A
T
IV
E M
A T
E R
IA
L
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-04 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 7.5
Poorly graded GRAVEL with silt and sand; GP-GM;
Red-brown; Wet;
Nonplastic; Fine to coarse sand, angular gravel
7.5 - 22.5
VOLCANIC CINDER:
Poorly graded GRAVEL with sand to poorly graded SAND with gravel; GP to SP; Red-brown and black; Nonplastic;
Moist to wet; Fine to coarse sand, angular gravel; Generally stratified sand and gravel sizes
L- 1 (4.5-6.0) Poorly graded GRAVEL with silt and sand;
GP-GM; Red-brown; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 10% silt/40% sand/50% gravel; (Tephra)
L- 2 (9.5-11.0) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist to wet; Fine to coarse sand, angular gravel; Estimated 5% silt/45% sand/50% gravel;
(Tephra)
L- 3 (14.5-16.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 5% silt/50% sand/45% gravel;
(Tephra)
L- 4 (19.5-21.0) Poorly graded GRAVEL with sand; GP;
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
7-11-20
5-8-7
9-9-9
12-11-11
July 21, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 21, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-05
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height31.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
22.5 - 31.0
Poorly graded SAND with gravel; SP;
Red-brown and black; Nonplastic;
Moist to wet; Fine to coarse sand, angular gravel
Black and Red-brown; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 5% silt/45% sand/50% gravel; (Tephra)
L- 5 (24.5-26.0) Poorly graded SAND with gravel; SP;
Black/Red; Nonplastic; Wet; Fine to coarse sand, angular gravel; Estimated 5% silt/55% sand/40% gravel; (Tephra)
L- 6 (29.5-31.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist to wet; Fine to coarse sand, angular gravel; Estimated 5% silt/53% sand/42% gravel;
(Tephra)
L5
L6
N A
T
IV
E M
A T
E R
IA
L
11-18-14
25-22-18
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-05 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 7.0
Poorly graded GRAVEL with silt and sand; GP-GM;
Red-brown; Damp;
Nonplastic; Fine to coarse sand, angular gravel
7.0 - 17.0
VOLCANIC CINDER:
Poorly graded SAND with silt and gravel;
SP-SM; Red-brown;
Nonplastic; Damp to moist; Fine to coarse sand, angular gravel
17.0 - 30.5
VOLCANIC CINDER:
Poorly graded GRAVEL with silt and sand; GP-GM;
Red-brown;
Nonplastic; Damp to
L- 1 (4.0-5.0) Poorly graded GRAVEL with silt and sand;
GP-GM; Red-brown; Nonplastic; Damp; Fine to coarse sand, angular gravel/cobble; Estimated 10%silt/30% sand/60% gravel and cobble; (Tephra)
L- 2 (9.0-11.5) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Damp to moist; Fine to coarse sand, angular gravel; Estimated 10% silt/50% sand/40% gravel; (Tephra)
L- 3 (14.0-15.5) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 10% silt/60% sand/30% gravel; (Tephra)
L- 4 (19.0-20.5) Poorly graded GRAVEL with silt and sand; GP-GM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel/cobble; Estimated 10%
Used 8" HS Augers and 3" split-spoon sampler.
DA: Grinding to cobbly.
DA: Grinding to cobbly.
DA: Cobbly/rocky.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
31-57
11-12-17
9-17-28
12-27-21
July 22, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 22, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-08
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height30.5 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/ moist; Fine to coarse sand, angular gravel and cobble; Welded cinder beds/zones at
20.5 to 30.5 ft depth.
silt/40% sand/50% gravel; (Tephra)
L- 5 (24.0-24.8) Poorly graded GRAVEL with silt and sand; GP-GM; Red-brown; Nonplastic; Damp; Fine to coarse sand, angular gravel/cobble; Estimated 10% silt/40% sand/50% gravel; (Tephra)
L- 6 (29.0-30.5) Poorly graded GRAVEL with silt and sand; GP-GM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel/cobble; Appears as stratified welded and semi-welded cinder; (Tephra)
DA: Grinding. DR:
Slower.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
49-50/3"
22-22-37
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-08 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
Poorly graded GRAVEL with silt and sand; GP-GM;
Red-brown; Moist;
Nonplastic; Fine to coarse sand, angular gravel and cobble;
Some welded cinder
7.0 - 27.0
VOLCANIC CINDER:
Poorly graded SAND with gravel to Poorly graded SAND with silt and gravel; SP and SP-SM;
Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel; Some seams of ashy sand (SP-SM) and welded/semi-welded beds
L- 1 (4.0-5.5) Poorly graded GRAVEL with silt and sand;
GP-GM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel/cobble; Stratified; Some welded cinder, Estimated 10% silt/40% sand/50% gravel;
(Tephra)
L- 2 (9.0-10.5) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/55% sand/40% gravel;
(Tephra)
L- 3 (14.0-15.5) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Seam of SP-SM ashy sand, Semi-welded seams, Estimated 5% silt/60% sand/35% gravel; (Tephra)
L- 4 (19.0-20.5) Poorly graded SAND with silt and gravel;
SP-SM; Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Seams of SP-SM ashy
Used 8" HS Augers and 3" split-spoon sampler.
DA: Light grinding to cobbly. DR: Fast.
DA: Light grinding then smooth/gravelly.
DA: Cobbly to gravelly.
DA: Gravelly, then smooth.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
6-7-11
7-10-10
15-27-18
12-13-12
July 22, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 22, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-09
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height30.5 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
27.0 - 30.5
Poorly graded GRAVEL with sand;
GP; Red-brown;
Nonplastic; Moist to damp; Fine to coarse sand, angular gravel sand, Estimated 10% silt/60% sand/30% gravel; (Tephra)
L- 5 (24.0-25.5) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Welded and un-welded bedding, Estimated 5% silt/55% sand/40% gravel;
(Tephra)
L- 6 (29.0-30.5) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist to damp; Fine to coarse sand, angular gravel; Estimated 5% silt/45% sand/50% gravel; (Tephra)
DA: Smooth to gravelly.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
10-9-11
5-11-12
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-09 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 11.5
Poorly graded GRAVEL with sand;
GP; Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel and cobble
11.5 - 21.5
VOLCANIC CINDER:
Poorly graded SAND with gravel; SP;
Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel and cobble
L- 1 (3.5-5.0) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Cobble in sampler shoe, Estimated 5% silt/40% sand/55% gravel; (Tephra)
L- 2 (8.5-10.0) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Cobble in sampler shoe, Estimated 5% silt/40% sand/55% gravel; (Tephra)
L- 3 (13.5-15.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/55% sand/40% gravel;
(Tephra)
L- 4 (18.5-20.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Cobble stuck in shoe, Estimated 5% silt/52% sand/43% gravel; (Tephra)
Used 8" HS Augers and 3" split-spoon sampler.
DA: Rocky/cobbly.
DA: Rocky/cobbly.
DA: Cobbly to gravelly, smoother.
DA: Gravelly.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
8-10-12
8-9-10
12-12-13
12-22-19
July 23, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 23, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-10
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height30.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
21.5 - 30.0
Poorly graded GRAVEL with sand;
GP; Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel and cobble; Generally stratified
L- 5 (23.5-25.0) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Few cobble sizes, Estimated 5% silt/44% sand/51% gravel; (Tephra)
L- 6 (28.5-30.0) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; (Tephra)
DA: Gravelly.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
10-10-15
12-16-12
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-10 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
Poorly graded GRAVEL with sand;
GP; Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel and cobble
7.0 - 17.0
VOLCANIC CINDER:
Poorly graded SAND with gravel; SP;
Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel and cobble; Generally stratified
17.0 - 30.5
VOLCANIC CINDER:
Poorly graded GRAVEL with sand;
GP; Red-brown;
Nonplastic; Moist;
Fine to coarse sand, L- 1 (4.0-5.5) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel and cobble; Estimated 5% silt/35% sand/60% gravel; (Tephra)
L- 2 (9.0-10.5) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel and cobble; Stratified; Cobble stuck in shoe, Estimated 5% silt/55% sand/40% gravel; (Tephra)
L- 3 (14.0-15.5) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/60% sand/35% gravel;
(Tephra)
L- 4 (19.0-20.5) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel and cobble; Estimated 5% silt/35%
Used 8" HS Augers and 3" split-spoon sampler.
DA: Cobbly/rocky.
DA: Cobbly/rocky.
DA: Cobbly/rocky, then smoother.
DA: Smooth to cobbly/rocky.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
14-22-11
6-15-25
7-14-15
10-18-42
July 23, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 23, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-11
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height30.5 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/ angular gravel and cobble sand/60% gravel; (Tephra)
L- 5 (24.0-25.5) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel and cobble; Estimated 5% silt/40% sand/55% gravel; (Tephra)
L- 6 (29.0-30.5) Poorly graded GRAVEL with sand; GP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel and cobble; Estimated 5% silt/43% sand/52% gravel; (Tephra)
DA: Gravelly to cobbly.
DA: Gravelly to cobbly.
L5
L6
N A
T
IV
E M
A T
E R
IA
L
8-17-18
14-17-32
Project Name Grass Butte Cinder Pit (#OR-07-004-4) Hole No. AH15-11 Page of2 2
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
0.0 - 30.0
Poorly graded SAND with gravel; SP;
Red-brown;
Nonplastic; Moist;
Fine to coarse sand, angular gravel;
Generally stratified with few coarse beds/zones of estimated cobble-size material
L- 1 (3.5-5.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/65% sand/30% gravel;
(Tephra)
L- 2 (8.5-10.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Stratified; Estimated 5% silt/60% sand/35% gravel; (Tephra)
L- 3 (13.5-15.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/60% sand/35% gravel;
(Tephra)
L- 4 (18.5-20.0) Poorly graded SAND with gravel; SP;
Red-brown; Nonplastic; Moist; Fine to coarse sand, angular gravel; Estimated 5% silt/50% sand/45% gravel;
(Tephra)
Used 8" HS Augers and 3" split-spoon sampler.
DA: Smooth, then cobbly.
DA: Cobbly, rocky, then gravelly.
DA: Cobbly, then gravelly.
DA: Gravelly, then cobbly.
DA: Gravelly.
L1
L2
L3
L4
N A
T
IV
E M
A T
E R
IA
L
5-8-11
7-18-16
7-10-17
9-35-45
July 23, 2015
Test Type
Ochoco Highway (OR126, MP14.4)
RE #86-0991 CME 75
Start Date End Date
Purpose
County
Driller
July 23, 2015
DRILL LOG
OREGON DEPARTMENT OF TRANSPORTATION
Project
Highway
Hole Location
Equipment
Project Geologist
Typical Drilling AbbreviationsRock Abbreviations
AH15-12
PIN4600/530/511
Hole No.
E.A. No.
Key No.
Start Card No.
Bridge No.
Ground Elev.
Tube Height30.0 ft
Drilling Remarks LW - Lost Water WR - Water Return WC - Water Color DP - Down Pressure DR - Drill Rate DA - Drill Action
Recorder
Total Depth
Curtis Ehlers
Crook
Pit Investigation
Ed Duffy
Kris Iverson
Grass Butte Cinder Pit (#OR-07-004-4)
Shape Pl - Planar C - Curved U - Undulating St - Stepped Ir - Irregular
"A" - Auger Core "X" - Auger "C" - Core, Barrel Type "N" - Standard Penetration "U" - Undisturbed Sample "T" - Test Pit
Discontinuity J - Joint F - Fault B - Bedding Fo - Foliation S - Shear
Northing: Easting:
Page of1
Surface Roughness P - Polished Sl - Slickensided Sm - Smooth R - Rough VR - Very Rough
Drilling Methods WL - Wire Line HS - Hollow Stem Auger DF - Drill Fluid SA - Solid Auger CA - Casing Advancer HA - Hand Auger
Discontinuity Spacing, Joint Filling, Core Recovery, Formation Name.
Material Description
Moisture, Consistency/Relative Density, Texture, Cementation, Structure, Origin.
ROCK: Rock Name, Color, Weathering, Hardness, SOIL: Soil Name, USCS, Color, Plasticity, Unit Description
T es t T yp e, N o.
D ep th ft
Soil
D ri vi ng
R es is ta nc e
B ac kf il l/ In st ru m en ta ti on
G ra ph ic
L og
P er ce nt
N at ur al
M oi st ur e
P er ce nt
R ec ov er y
W at er L ev el
D at e
D ri ll in g M et ho ds , S iz e an d
R em ar ks
Rock
D is co nt in ui ty D at a
O r
R Q
D
O D
O T
D R
IL
L
LO
G
5G R
A S
S B
U T
T E
D R
IL
LL
O G
S .G
P J
O D
O T
_M A
N .G
D T
8/
L- 5…
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