C2-1- Details.pdf
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- Solicitation number
- W50S98-24-B-0002
About this file
This document appears to be a set of project plans and details for an Airfield Slab Replacement project for the 134th Air Refueling Wing. The plans provide specifications for the rigid concrete pavement, graded-crushed aggregate base course, and Portland cement stabilized base course. The drawings include details for full panel replacement, doweled expansion joints, contraction joints, and reinforcement requirements.
The related federal contract opportunity is for the PSXE242001 Repair Interiors and Exteriors Basewide project, solicitation number W50S98-24-B-0002, issued by the Department of the Army Tennessee Army National Guard. The solicitation includes the attached drawings and specifications as part of the statement of work. Contractors must submit a request for base access to TSgt Morelock and SSgt Phipps.
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Text version
A ir fie ld
S la b R ep la ce m en t
4t h A ir R ef u el in g W in g
PSXE
4.4.24
RIGID CONCRETE
PAVEMENT SCHEDULE
GRADED-CRUSHED AGGREGATE BASE COURSE
SEE SPECIFICATION SECTION 32 11 23
2 PORTLAND CEMENT STABILIZED BASE COURSE
SEE SPECIFICATION SECTION 32 11 34
3 PLAIN CONCRETE PAVEMENT
SEE SPECIFICATION SECTION 32 13 13
SCARIFY AND COMPACT
TOP 24" TO 100%
STANDARD PROCTOR
F1 PAVEMENT SECTION
NOT TO SCALE
REINFORCED PANELS TO BE REINFORCED WITH NO. 3 DEFORMED
STEEL BARS AT 15" O.C.E.W. OR W.W.F. - 4 X 4 - W2.9 X W2.9 W.W.M.
AND SHALL BE PLACED 4" FROM SURFACE.
NOTE:
C2.1
Pa n el R ep la ce m en t
D et ai ls
LEN
JTG
EX
IS
TI
N
G
VA
R
IE
S 8"
8"
L
L/2L/2
END CAP
SMOOTH DOWEL PLACED IN FORMS,
OR DRILLED AND EPOXIED IN PLACE.
JOINT FILLER MATERIAL
PAINT AND LIGHTLY OIL
END OF DOWELS
EXISTING
CONCRETE
PAVEMENT
ELASTOMERIC PREFORMED
COMPRESSION SEAL
2"
ALL SLABS SHALL BE REINFORCED WITH NO. 3 DEFORMED
STEEL BARS AT 15" O.C.E.W. OR W.W.F. 4 X 4 - W2.9 X W2.9
W.W.M. PLACED 4" BELOW SURFACE
NOTE:
F5 DOWELED EXPANSION JOINT
NOT TO SCALE BETWEEN NEW PAVEMENTS
1-1/4" SMOOTH DOWEL
15" C-C L=20"
WIDTH VARIES BASED ON EXISTING SLAB
EXISTING RIDGED
PAVEMENT JOINT
PROPOSED FULL
DEPTH RIGID
PAVEMENT REPAIR
SAW CUT EXISTING
RIGID PAVEMENT FULL
DEPTH (TYP.)
SMOOTH EPOXY COATED
DOWEL. 18" O.C. MAXIMUM ON ALL 4
SIDES OF REPAIR AREA
DOWELED TRANSVERSE
CONTRACTION OR
CONSTRUCTION JOINT
REINFORCEMENT. 12" O.C.
E.W. MIN. #5 REBAR
FOR SLABS OVER 9"
THICKNESS
EXISTING PAVEMENT JOINT
EXISTING RIGID
PAVEMENT TO REMAIN
EXISTING DOWELS TO BE SAW CUT THROUGH,
NEW DOWELS PLACED 3" FROM EXISTING
WHEN EXISTING DOWEL BARS
ARE ENCOUNTERED OFFSET
NEW DOWEL BARS 3"
3"
SAW CUT EXISTING
RIGID PAVEMENT FULL
DEPTH (TYP.)
REINFORCEMENT 12" O.C. E.W.
3" CLEAR FROM BOTTOM
SMOOTH EPOXY COATED
DOWEL. 18" O.C. ON ALL 4
SIDES OF REPAIR AREA
SAW CUT EXISTING RIGID
PAVEMENT FULL DEPTH
BETWEEN EXISTING JOINTS
AND REMOVE
FINISH SURFACE TO
MATCH EXISTING
EXISTING RIGID
PAVEMENT TO REMAIN.
DEPTH VARIES.
DRILL AND GROUT WITH
EPOXY BONDING AGENT
WHERE EXISTING BASE MATERIAL IS A STABILIZED
MATERIAL REPAIR DAMAGED BASE SURFACE WITH
SIMILAR MATERIAL.PLAN SECTION
CONTRACTOR TO USE BOND BREAKER AT
BASE OF NEW CONCRETE PAVEMENT TO
PREVENT BONDING WITH CEMENT STABILIZED
BASE
A12 SAWCUT CONTRACTION JOINT
NOT TO SCALE
A1 FULL PANEL REPLACEMENT
NOT TO SCALE
3" 3"
VA
R
IE
S
3"
NOTE:
D
EP
TH
/2
L/2
D
EP
TH
V
AR
IE
S
WIDTH VARIES
NOTE:
NOTE:
1/ 4"
(T
YP
1/2" MIN. 7/8" MAX.
1/4" (TYP.)
INITIAL SAW CUT PER
SEALANT
MANUFACTURER'S
RECOMMENDATIONS
1. INITIAL SAW CUT OF NEW CONCRETE SLAB
CONTRACTION JOINT SHOULD BE MADE AS SOON
AS PRACTICAL BASED ON MATERIAL SET TIME.
2. SAW CUT WIDTH AND DEPTH TO BE DETERMINED
BY SEALANT TYPE AND MANUFACTURER'S
RECOMMENDED RESERVOIR DIMENSIONS.
WEAKENED PLANE
CONTROL CRACK
SILICONE JOINT
SEALANT
ELASTOMETRIC
PREFORMED
COMPRESSION SEAL
RIGID PAVEMENT
8" 8"
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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701
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ph. 865 980 3500 fax. 865 980 3555
AutoCAD SHX Text H:\USPFO\47.279 - AIRFIELD SLAB REPLACEMENT\02-DRAWINGS\SHEETS\C2-1.DWG PLOTTED ON:April 5, 2024PLOTTED ON:April 5, 2024April 5, 20246:31 PM BY:TATE GERENBY:TATE GERENTATE GEREN
AutoCAD SHX Text Alcoa, TN
AutoCAD SHX Text Alcoa, Tn
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