Addendum 1 - Special Provisions Modification.pdf
PDF 79 KB Posted
- Attached to
- 39. 92 miles of chip seal along US730 & OR11
- Solicitation number
- S-73000-00005029
- Issued by
- Union County, Jacksonville City, Oregon
About this file
This document is an Addendum to the Special Provisions for a state and local contract opportunity in Oregon. The contract involves 39.92 miles of chip seal along US730 and OR11 in Umatilla County and Idaville CDP. The Addendum provides detailed specifications for the Aggregates to be used in the Emulsified Asphalt Chip Seal, including size designation, grading requirements, and sieve analysis. Specifically, the Addendum requires graded medium Aggregate with a 3/8" - No. 4 size designation and prescribes the allowable percentage passing for various sieve sizes.
The contract opportunity does not provide any additional details regarding pricing terms, set asides, incumbents, funding requirements or sources, or other salient information beyond the technical Aggregate specifications outlined in the Addendum.
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Other files
| File | Type | Posted |
|---|---|---|
| Invitation to Bid~8.pdf | ||
| 22065 Milton-Freewater OMD 22-08-05.pdf | ||
| M21039_CON_SP_W_POR.pdf | ||
| M21039_PSnEPlans_02.pdf | ||
| GE_M21039_Memo_04.pdf | ||
| Intent to Award Notice.pdf | ||
| Bid Tabulation - Preliminary Results~1.pdf | ||
| Bid Pricing Form~13.xlsx | XLSX spreadsheet |
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Text version
00710.10 Aggregates - Furnish Aggregates meeting the following requirements:
(a) Size Designation - Provide graded medium Aggregate for the single application Emulsified Asphalt Chip Seal according to the following:
Emulsified Asphalt Chip Seal Design Size of Screenings
Graded Medium 3/8" – No. 4
(c) Grading - Perform sieve analysis according to AASHTO T 27 and AASHTO T 11.
Provide grading for the designated single application Emulsified Asphalt Chip Seal design according to the following:
Sieve Graded Medium Size 3/8" – No. 4
Percent Passing (by Weight) 3/4" 1/2" 100 3/8" 80 - 100 1/4" 10 - 40
No. 4 - No. 8 0 - 6 No. 30 0 - 2
No. 200 (wet) 0.0 - 1.5 No. 200 (wet) * 0.0 - 1.0
* in gravels
File details come from the government source that posted it. Updated .