ut-p-zion201801plan-fp14_06-29-18_signed.pdf
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- 69056718R000005
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Other files
| File | Type | Posted |
|---|---|---|
| Plan_Request_for_Internet.pdf | ||
| ZION_C6_RipReport.pdf | ||
| RFP_Zion_Pavement_Peservation.pdf | ||
| PROJECT_DESCRIPTION_Zion.pdf |
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Text version
Remove pavement according to Subsection
418.03(b)
Existing pavement
Pay Limits
Fog seal
Tack coat according to Section 412 around the perimeter of the patch
Remove damaged pavement, base and subgrade material to a depth of 10"
NOTE:
STATE PROJECT
UT NPS PP ZION 2018(1)
1. Extent of patch to be determined by the CO based on conditions encountered at time of construction.
SHEET
NUMBER
C.2
Stabilization geogrid f11
2. Clean existing surface prior to applying tack coat according to Subsection 412.04.
4" Asphalt concrete, Type II
6" crushed aggregate f21
FULL DEPTH PATCH TYPE 1
Remove pavement according to Subsection 418.04(b)
Existing pavement
Pay Limits
Fog seal
3. Compact asphalt concrete, type II, to a minimum of 91% of the maximum specific gravity.
4. Fog seal surface according to Subsection 406.06.
5. All items shown within the pay limits are included in the pay item. See Section 418.
FOOTNOTE:
f1J For Type 1 patch, place stabilization geogrid between bottom of crushed aggregate and existing base course. Install stabilization geogrid layer according to Section 207.
f2J Asphalt mi/lings can be used as acceptable crushed aggregate material, according to Subsection 703. 06.
Tack coat according to Section 412 around the perimeter of the patch
Remove damaged pavement, base and subgrade material to a depth of 4"
4" Asphalt concrete, Type II
FULL DEPTH PATCH TYPE 2
NO SCALE
ASPHALT CONCRETE PAVEMENT
PATCH TYPE 1 & 2 DETAILS
NPS PMIS NO.: 251825
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