UFC 3-260-11FA
25 May 2005
Para. Ref.
Requirement
Edit
2.1.4
Aggregate Gradation
Select gradation based on lift or layer thickness.
2.2
Asphalt Cement Binder
Specify PG grades for CONUS projects and Penetration Grades
for OCONUS projects.
3.11
Acceptance and
Paragraph requires separate test performance and payment for
Payment
QA testing.
3.11.8.1
Smoothness
Edit Tables 9 and 10 to retain desired features, delete others.
Requirements
02753 Concrete Pavement for Airfields and Other Heavy-Duty Pavements
1
General
Select among "Tailoring Options" on SpecsIntact menu before
editing.
1.4.2.2
Lump Sum Payments
Include unit price from Government estimate for lump sum
projects.
1.10
Test Section
Delete reference to keys here and throughout rest of section.
1.12.1.2
Plant Capacity
Minimum capacity shall be 200 cubic meters/hour (250 cubic
yards/hour).
1.12.7
Texturing Equipment
Coordinate with user for texturing choice. U.S. Air Force
generally prefers fabric drag. Also revise paragraph 3.6.5 to
match.
2.2.1.3
Combined Aggregate
Retain for U.S. Air Force projects world-wide and all OCONUS
Gradation
projects.
2.2.2.4
Deleterious Materials
Select column based on weather conditions. "Negligible" column
is for Navy projects only.
2.8.3
Tie Bars
Delete. Tie bars are not used on Tri-Service airfield pavements.
2.10.1
Specified Flexural
Specify flexural strength to match that used in pavement design.
Strength
Do not exceed 4.5 Mpa (650 psi) at 90-days of age.
3.5.5.1.a
Formed Keyways
Delete. Keyways are not used on Tri-Service airfield pavements.
3.5.6.1
Slipform Paving
Delete. Keyways are not used on Tri-Service airfield pavements.
General
3.5.8
Placing Dowels and Tie Delete tie bars. Tie bars are not used on Tri-Service airfield
Bars
pavements.
3.6.5
Texturing
Coordinate with paragraph 1.12.7.
3.8.2
Longitudinal
Delete keys and tie bar language. Use dowels only.
Construction Joints
02760 Field Molded Sealants for Sealing Joints in Rigid Pavements
1.2
Unit Prices
For lump sum payment, delete subparagraphs.
1.5
Test Requirements
Specify government sampling and testing for all OCONUS-
supplied materials per lot delivered.
1.7
Trial Joint Sealant
Add requirement for manufacturer's representative to be on site
Installation
for the trail joint sealant installation on OCONUS projects.
2.1
Sealants
Coordinate with user regarding sealant selection.
2.1
Sealants
Do not use silicone sealants (ASTM D5893) on runways or other
areas subject to water blasting for rubber removal.
02762A Compression Joint Seals for Concrete Pavements
1.4
Test Requirements
Specify government sampling and testing for all OCONUS-
supplied materials per lot delivered.
1.6
Trial Joint Seal
Add requirement for manufacturer's representative to be on site
Installation
for the trial joint sealant installation on OCONUS projects.
68
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