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Show This text message is used to keep the image from rotating in ocr process. Be sure to crop the top .25" off after the ocr process. TIE RODS ARE TO MAINTAIN A CENTER OF SLAB DEPTH THROUGHOUT APPROACH SLAB SECTION(S). -- -- TRANSVERSE PRESTRESSING NOTES: TIE ROD DETAIL ! LSEE DETAIL 3 ~ 1. COAT BOTH SIDES OF LONGITUDINAL INTERIOR SLAB JOINTS WITH APPROVED EPOXY CONCRETE BONDING AGENT PRIOR TO JOINING SLAB SECTIONS. VI z -~ 0 2. TIE RODS SHALL BE 1"0 DYWIDAG THREADED BARS OR APPROVED EQUIVALENT. ASTM A722 GR150. > W IX: 3. Pjack = 69.3 KIPS PER BAR. FOLLOW MANUFACTURER'S POST-TENSIONING PROCEDURES. 4. GROUT DUCT PER MANUFACTURER'S RECOMMENDATIONS. 5. APPROACH SLAB CONCRETE STRENGTH IS TO ACHIEVE 4000 PSI PRIOR TO STRESSING OF RODS. 6. DIM' A' SHALL BE 7 { EXCEPT AT LOCATIONS WHERE WINGWALL LOCATION REQUIRES RECESS IN " APPROACH SLAB PER SECTION A-A OF "APPROACH SLAB DETAILS 1" SHEET. DIM 'A' WILL BE APPROXIMATELY 1'-9". THIS DIM IS TO BE FIELD VERIFIED. , A' ~---------------+----, r-------------==--~-=--~=~ ------ ( SEE NOTE £,J +--+ -----/-,rNON-METALLIC DUCT PER MANUFACTURER'S RECOMMENDATIONS. THIS REQUIREMENT IS TO INCLUDE CONSIDERATION FOR 2"0 COUPLER REQUIREMENT." I # c o 6 5 1'8" SQ x 'A' DEEP RECESS (USE MANUFACTURER SUPPLIED "POCKET FORMER") 90·r-~~~~H~~N~F~~iURER'S REQUIREMENTS r-... --:::-S REQUIRED NOTE : REINFORCING NOT SHOWN FOR CLARITY ~ DETAIL 2 1"¢ TIE ROD- SECTION PLAN DETAIL 3 AS24 AS24 #6 A.S. TOP &. BOT ~ 1,,\ >- - t- a::: N w > Vl ..,., a::: -..J ..... « a::: l - v U I :z -< Co:) a:: -- 0 ::::E 2" CLR (TYP) 0 I N l- / ...l........- :.l[y ~V (TYP) 2'-0 -a:::z )- W LLI -a::> ~ AS25 #6 ~ A.S. AS24 TOP &. BOT W (]) 0 W (]) 3: ~ ~ ~ ~ 0 0 « a::: Vl LLI W a::: :J: a> u (]) -..J a:: ,., LLI CD LLI « a:: > o ~ ~ LLI I 0 a::: D- a::: D« Vl u::I u::I I "'a: U w ..,,, w'" a:: 0::0 g:z VI MORGAN DRAIN PENETRATION COUNTY C-969 ADO'L SLAB REINF DRG. NO. SHT. 19 OF 25 |
