Exhibit 6 Standard Drawing 610.pdf
PDF 258 KB Posted
- Solicitation number
- S-73000-00016803
- Issued by
- Douglas County, Oregon
About this file
Exhibit 6 Standard Drawing 610 is a technical specification document for the State of Oregon's Department of Transportation and Douglas County's 2026 South Douglas (District 7) MIM Paving Project. The document provides standard engineering drawings and specifications for pavement construction work along Interstate 5 between mile points 94.3 and 92.35 in Douglas County, Oregon. The project scope includes cold plane pavement removal, application of emulsified asphalt tack coat (Level 4), and placement of 1/2-inch dense asphalt concrete pavement four inches deep. Standard Drawing 610 establishes the technical requirements, material specifications, and construction standards that contractors must follow when executing the paving operations on this highway segment.
The standard drawing serves as a binding technical reference document that ensures consistency and quality in the pavement construction process. All contractors submitting bids for the 2026 South Douglas MIM Paving Project must comply with the specifications outlined in Exhibit 6 Standard Drawing 610, which details proper installation procedures, material grades, compaction requirements, and quality assurance protocols. This document is integral to the bid package and establishes the baseline engineering standards against which all contractor work will be evaluated and inspected during project execution.
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Other files
| File | Type | Posted |
|---|---|---|
| 00016803 Invitation to Bid.docx | DOCX document | |
| Exhibit 5 Specifications 2026 South Douglas D7 MIM Paving.pdf | ||
| 00016803 Bid Pricing Form.xlsx | XLSX spreadsheet | |
| 00016803 Bid Results.xlsx | XLSX spreadsheet | |
| 00016803 ATT B Sample Contract.docx | DOCX document |
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Text version
RD610
DETAILS
PAVEMENT (ACP)
ASPHALT CONCRETE
R D
.d g n
25-JUL-2017N/A
J U
L
1" in 5'
Feather base course Taper 1" in 5'
AT GRAVEL APPROACHES
METHOD OF FEATHERING ACP PAVEMENT
OR BRIDGE ENDS WHEN NOT OVERLAYING THE BRIDGE
ACP PAVEMENT MATCH AT PROJECT ENDS
METHOD OF MATCHING EXTG. ACP INLAY SURFACING
TABLE 1
METHOD A *
METHOD B *
TAPER LENGTHS
ACP wearing course
(When present)
Feather ACP base course
Extg. pvmt.
See "EDGE DETAIL"
Extg. pvmt.
wearing course thkn.
ACP unfeathered
See project plans for method.
Taper (See Table 1)
Cold plane pvmt. removal
Taper (See Table 1)
Cold plane pvmt. removal
Posted Speed Taper Length
1" per 50'45 mph
1" per 100'> 45 mph
See "EDGE DETAIL"
Extg. pvmt.
wearing course thkn.
ACP unfeathered top ACP base course
Construct non-feathered
(See "EDGE DETAIL")
Top of ACP base, Extg. pvmt.
ACP wearing course
(When present)
Feather ACP base course
Extg. gravel surfacewearing course thkn.
ACP unfeathered
Thkn. - Var. (2" to 0)
Aggr. base
Thkn. - Var. (2" to 0)
(When present)
Asph. conc. base course
(Thkn. as shown on plans)
ACP wearing course
Extg. pvmt.
Thkn. - 2"
(When present)
ACP base course e x tg p v m t.
E d g e o f
See "EDGE DETAIL"
ACP wearing courseExtg. pvmt.
See "EDGE DETAIL"
Extg. A.C. pvmt.
Cold plane pvmt. removal
(Inlay to extg. asphalt conc. pvmt.)
not acceptable
Mill edge as shown
Nom. depth
Sawcut & seal
EDGE DETAIL
the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
DATE
SDR
BOOK NO.
CALC.
Effective Date: June 1, 2026 - November 30, 2026
Professional Engineer.
first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with
Standard Drawing, while
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