CS501.pdf
PDF 193 KB Posted
- Attached to
- Flightline CT Ramp Repairs 1031 funds
- Solicitation number
- SRC0000029760
- Issued by
- Ohio
About this file
This technical drawing from Burns & McDonnell Engineering Company is a detailed civil engineering specification sheet (CS501) for concrete pavement joint design, specifically for the 180th Fighter Wing Toledo Express Airport project located in Ohio. The document provides comprehensive technical details for various types of concrete pavement joints, including edge isolation joints, construction joints, contraction joints, and expansion joints, with precise measurements, material specifications, and installation requirements for new concrete pavement sections.
The drawing includes specific technical specifications for joint construction, such as sawcut depths, sealant application, dowel bar placement, and joint reservoir preparation. The specifications are designed to ensure proper concrete pavement construction techniques, with notes on coordination with sealant manufacturers, concrete drilling protocols, and specific requirements for different joint types. The technical specifications appear to be part of a larger civil engineering project for airport infrastructure improvements, with meticulous attention to structural integrity and long-term performance of concrete pavement systems.
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Text version
1/2" MIN
5/8" MAX
"W"
1/
" M
IN
1/ 4"
M
AX
1/
4" M
IN
NOTE:
1. COORDINATE SAWCUT DEPTH OF JOINT
RESERVOIR WITH SEALANT MANUFACTURER'S
RECOMMENDATIONS.
IN
IT
IA
L
SA
W
C U
T (1
/8 " W
ID
E)
1/
4" M
IN
C O
N
ST
R U
C T
BY
S
AW
IN
G (S
EE
T
AB
LE
, T
H
IS
SH
EE
T)
1/2" MIN
5/8" MAX
"W" 1/
" M
IN
1/
4" M
AX
NOTE:
1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH
SEALANT MANUFACTURER'S RECOMMENDATIONS.
T=THICKNESS SEE SECTIONS ON CS501
S=DEPTH OF INITIAL SAWCUT SEE TABLE 1
L/2
T
T/
CONSTRUCTION JOINT:
DETAIL H4, THIS SHEET
NOTES:
1. CONSTRUCT A TYPE E - DOWELED CONSTRUCTION JOINT
WHENEVER PAVING OPERATIONS ARE DELAYED OR
STOPPED.
2. CONCRETE SHALL NOT BE DRILLED UNTIL AT LEAST 72
HOURS AFTER PLACEMENT.
FINAL SAWED
JOINT FACE
SEALANT DEPTH
D = 0.5xW FOR SILICONE;
1-1.5W FOR POURED PER
MANUFACTURER
1.25W DIA BACKER
ROD MATERIAL
FINAL SAWED
JOINT FACE
FIELD MOLDED
SEALANT
CONCRETE PAVEMENT
SURFACE
BUTTED JOINT
FINAL SAWED
JOINT FACE
SEALANT DEPTH
D = 0.5xW FOR SILICONE;
1-1.5W FOR HOT POURED
PER MANUFACTURER
1.25W DIA BACKER
ROD MATERIAL
FINAL SAWED
JOINT FACE
FIELD MOLDED
SEALANT
CONCRETE PAVEMENT
SURFACE
BAR CLEARANCE AT EDGE OF
PANEL SHALL BE A MINIMUM OF 0.6
TIMES THE LENGTH OF THE BAR
DOWELS SHALL BE EPOXYED
INTO DRILLED HOLES HAVING
A DIAMETER OF 1/8'' LARGER
THAN THE DOWEL DIAMETER.
SEE TABLE 2, CS502
GREASE ONE END
OF DOWEL
CONTRACTION JOINT
SITE PAVEMENT:
DETAIL G1, THIS SHEET
SAWCUT TABLE 1
PAVEMENT
THICKNESS
(INCHES)
DEPTH OF INITIAL
SAW CUT
LESS THAN 12" 1/4 SLAB
THICKNESS
12"-18" 3"
APPROVED DOWEL
BAR ASSEMBLY FOR
TRANSVERSE JOINTS
SEE DETAIL D1, CS502
GREASE ONE
END OF DOWEL
BAR CLEARANCE AT EDGE OF
PANEL SHALL BE A MINIMUM
OF 0.6 TIMES THE LENGTH OF
THE BAR. SEE TABLE 2, C502
CONTRACTION JOINT
DETAIL G1, THIS SHEET
5.00'
1.
T
NEW PCC
PAVEMENT
NEW PCC
PAVEMENT
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
DETAIL H6, THIS SHEET
W
1/
" M
IN
1/ 4"
M
AX
NON-EXTRUDING PREFORMED
COMPRESSIBLE MATERIALOR 10'-0" IF JOINT SPACING
IS GREATER THAN 12'-0"
TO NEAREST JOINT
BOND BREAKER TAPE OR
BACKER ROD MATERIAL
PAVEMENT
SURFACE
SEALANT DEPTH
D = W PER
MANUFACTURER
FIELD MOLDED SEALANT
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
DETAIL H6, THIS SHEET
1/4" BEVEL BY
SAWCUT (TYP)
1/4" BEVEL BY
SAWCUT (TYP)
1/4" BEVEL BY
SAWCUT (TYP)
A1 EDGE ISOLATION JOINT
SCALE: NTS
TYPE A - THICKENED
A4 JOINT AT STRUCTURE
SCALE: NTS
TYPE B - THICKENED EDGE
D1 CONTRACTION JOINT
SCALE: NTS
TYPE C - DOWELED
D4 CONSTRUCTION JOINT
SCALE: NTS
TYPE E - DOWELED
H6 EXPANSION JOINT
SCALE: NTS
H9 CONTRACTION JOINT
SCALE: NTS
TYPE D - DUMMY
H4 CONSTRUCTION JOINT
SCALE: NTS
G1 CONTRACTION JOINT
SCALE: NTS
NON-EXTRUDING PREFORMED
COMPRESSIBLE MATERIALOR 10'-0" IF JOINT SPACING
IS GREATER THAN 12'-0"
TO NEAREST JOINT
DETAIL H6, THIS SHEET
E7 TYPE A1 THICKENED EDGE ISOLATION JOINT
SCALE: NTS
NEW PCC TO EXISTING PCC
EXISTING
CONCRETE
PAVEMENT
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
no. date descriptionby ckd
J
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F
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D
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B
A
C O
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IG
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BU
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IN
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2/
/2
9:
:1
AM
180TH FIGHTER WING
OHIO AIR NATIONAL GUARD
TOLEDO EXPRESS AIRPORT
SWANTON, OHIO
9400 WARD PARKWAY
KANSAS CITY, MO 64114
(816) 333-9400
REVISIONS
K
1 1098765432
WYTD079031 W9133L-15-D-0003-9M03
SITE DETAILS SHEET 2 OF 3
CS501
SITE DETAILS SHEET 2 OF 3
02/12/18 C. FRANZEN
A. DORMAN C. STEWART
\\BMCD\DFS\CLIENTS\ANF\USNGB\ANG\OH\102134_OHANGALRTSHLTB\DESIGN\CIVIL\SHEETS\102134CS500.DWG 1/4/2019 1:42 PM CFRANZEN
ISSUED FOR
CONSTRUCTION
ABDCWF01/07/19
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