POST MILES SHEET TOTAL
DIST COUNTY ROUTE
TOTAL PROJECT No. SHEETS
FESSIO
RO N
REGISTERED CIVIL ENGINEER DATE P A
L
D
E
PANEL PANEL PANEL STRAND
E
N
DECK PANEL DESIGN NOTES:
E
TOTAL DECK
G
R E G IS T
DECK PANEL TYPE DEPTH LENGTH WIDTH SPACING f'ci (ksi) f'c (ksi)
IN E E R
THICKNESS (T)
"D" "L" "W" "S" (in) No.
PLANS APPROVAL DATE
1. Design for construction loads that include 0.05 ksf Exp.
The State of California or its officers or agents CIVIL
plus the combined weight of the panel and the CIP deck.
S
T
shall not be responsible for the accuracy or A
TE IA
N
completeness of scanned copies of this plan sheet. OF FOR
2. All prestressing steel must be …"Á Grade 270, seven CALI
2
wire low relaxation strands. The area of each strand is 0.085 in .
The Registered Civil Engineer for the project is responsible for the selection
3. The Maximum tensile stress in the prestressing steel upon and proper application of the component design and any modifications shown.
release must not exceed 70% of the specified minimum
"D"
ultimate tensile strength of the prestressing steel.
4. Concrete Strength: f'ci is at time of initial stressing
See "Detail 2" of
PANEL DEPTH
f'c is at 28 days
"DETAILS No. 2"
sheet
TEXTURE TOP SURFACE
PANEL WIDTH "W" (4'-0" Min, 8'-0" Max)
1" Clr
6X6 - D4XD4
…" Ø STRANDS
2•" Min …" Ø STRANDS @ "S" #3 WELDED WIRE REINFORCEMENT
(CENTERED IN
4" Max, Typ (SPACING DETERMINED BY DESIGNER) PANEL DEPTH)
• GIRDER
SECTION A-A
3" = 1'-0"
Typ
4"
2" Clr
Typ
TOTAL DECK THICKNESS (T)
• GIRDER
TOP OF PRELIMINARY
DECK POUR (STAGE 1)
"L" (9'-6" Max)
Var
#4 @ 12 TOP OF PRELIMINARY TOP OF DECK
DECK POUR (STAGE 1) (STAGE 2)
#3 @ 12, Max • GIRDER
(See Note 2)
EVENLY SPACED 2" Min, Typ
1" Min
#4 Cont Tot 4
& VARIES
A A
PANEL LENGTH
DECK POLYSTYRENE
PANEL, Typ CAMBER STRIP
Typ DECK
1" Clr
ƒ" Min, Typ REINFORCEMENT
ƒ" Min
OUTER 3" OF THE TOP SURFACE
1•" Clr
1" Max 2" Min OF CONCRETE GIRDER
TO BE TROWELED SMOOTH, Typ
Typ
NOTE:
…" Ø
For details not shown, see "BULB TEE" Section
PRESTRESS POLYSTYRENE
STRANDS CAMBER STRIP
Typ
BULB-TEE I GIRDER
• GIRDER
NOTES:
1. "BULB-TEE" and "I GIRDER" are for illustration only.
2. The Designer to determine CIP deck thickness and reinforcement.
PLAN - TYPE 1 (NON-SKEWED PANEL)
ƒ" = 1'-0" DECK PANEL TYPICAL SECTION
1•" = 1'-0"
BRIDGE NO.
BRIDGE STANDARD DETAILS STATE OF
The components of the Bridge Standard DIVISION OF PC/PS CONCRETE DECK PANEL
xs1-180-1 APRIL 2018 Details have been prepared under the
responsible charge of the Technical Owner,
CALIFORNIA POST MILE
ENGINEERING SERVICES
FILE NO. APPROVAL DATE
a registered civil engineer in the State
of California DEPARTMENT OF TRANSPORTATION DETAIL No. 1
REVISION DATES SHEET OF
Refer to: http://www.dot.ca.gov/hq/esc/techpubs/manual/bridgemanuals/bridge-standard-detail- FILE => xs1-180-1.dgn ORIGINAL SCALE IN INCHES UNIT: DISREGARD PRINTS BEARING
sheets/index.html FOR REDUCED PLANS EARLIER REVISION DATES
USERNAME => s114926 TIME PLOTTED => 12:42 DATE PLOTTED => 20-APR-2018 0 1 2 3 PROJECT NUMBER & PHASE: CONTRACT NO.: 4-20-18
