Standard Practice for Concrete Pavements - index
Purpose - ufc_3_250_04fa0008
Table 1. Approximate relation between water-cement ratio and strengths of concrete (modified from ACI 211.1)
Cement
Aggregates - ufc_3_250_04fa0011
Table 2. Coarse aggregate size groups
Table 3. Grading of coarse aggregate
Table 4. Deleterious materials in coarse aggregates for airfield and heliport pavements.
Table 4. Deleterious materials in coarse aggregates for airfield and heliport pavements - Cont'd
Table 5. Deleterious materials in coarse aggregates for other pavements
Tabk 6. Gnading of fine aggregate
Admixtures
Miscellaneous materials
Delivery and storage of materials
Mixture proportions
Subgrade, base, forms, and string lines
Concrete mixers
Placing - ufc_3_250_04fa0024
Surface vibrators
Figure 1. Prediction of concrete rate of evaporation
Field test specimens
Finishing - ufc_3_250_04fa0028
Figure 2. Air Force runway grooving requirements.
Table 8. Surface smoothness - airfield and heliport pavements
Tolerances in pavement thickness
Transverse construction joints
Sawing of transverse contraction joints
Figure 3. Special joint between new and existing pavements.
American Society for Testing and Materials (ASTM)
American Welding Society - ufc_3_250_04fa0037
Appendix B Thin Bonded Rigid Overlays for Rigid Pavements
Appendix C Steel-Fiber-Reinforced Concrete
Table C-1. Selected characteristics of fiber-reinforced airfield pavements
Fibers
Table C-2. Interim suggested maximum joint spacing for steel-fiber-reinforced concrete
Appendix D Roller-Compacted Concrete Pavements; Design Construction
Mixture proportioning
Thickness design
Figure D-1. Typical layout for RCCP test section
Batching, mixing, and transporting
Placing - ufc_3_250_04fa0048
Table D-1. Vibratory Rollers Used in RCCP Construction
Proper time for rolling
Figure D-2. Compaction of first paving lane
Figure D-3. Compaction of interior paving lanes
Cold joints
Figure D-4. Construction of a cold joint
Figure D-5. Two-life cold joint
Quality control/assurance
Method of cylinder and beam fabrication
Purpose - ufc_3_250_04fa0008
Table 1. Approximate relation between water-cement ratio and strengths of concrete (modified from ACI 211.1)
Cement
Aggregates - ufc_3_250_04fa0011
Table 2. Coarse aggregate size groups
Table 3. Grading of coarse aggregate
Table 4. Deleterious materials in coarse aggregates for airfield and heliport pavements.
Table 4. Deleterious materials in coarse aggregates for airfield and heliport pavements - Cont'd
Table 5. Deleterious materials in coarse aggregates for other pavements
Tabk 6. Gnading of fine aggregate
Admixtures
Miscellaneous materials
Delivery and storage of materials
Mixture proportions
Subgrade, base, forms, and string lines
Concrete mixers
Placing - ufc_3_250_04fa0024
Surface vibrators
Figure 1. Prediction of concrete rate of evaporation
Field test specimens
Finishing - ufc_3_250_04fa0028
Figure 2. Air Force runway grooving requirements.
Table 8. Surface smoothness - airfield and heliport pavements
Tolerances in pavement thickness
Transverse construction joints
Sawing of transverse contraction joints
Figure 3. Special joint between new and existing pavements.
American Society for Testing and Materials (ASTM)
American Welding Society - ufc_3_250_04fa0037
Appendix B Thin Bonded Rigid Overlays for Rigid Pavements
Appendix C Steel-Fiber-Reinforced Concrete
Table C-1. Selected characteristics of fiber-reinforced airfield pavements
Fibers
Table C-2. Interim suggested maximum joint spacing for steel-fiber-reinforced concrete
Appendix D Roller-Compacted Concrete Pavements; Design Construction
Mixture proportioning
Thickness design
Figure D-1. Typical layout for RCCP test section
Batching, mixing, and transporting
Placing - ufc_3_250_04fa0048
Table D-1. Vibratory Rollers Used in RCCP Construction
Proper time for rolling
Figure D-2. Compaction of first paving lane
Figure D-3. Compaction of interior paving lanes
Cold joints
Figure D-4. Construction of a cold joint
Figure D-5. Two-life cold joint
Quality control/assurance
Method of cylinder and beam fabrication
