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<br />BEARING DETAILS
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<br />10
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<br />IST OF DRAWINGS
<br />TITLE
<br />3ENERAL PLAN
<br />BP,*N'.r DETAILS
<br />PREOAST C70NCKETE DETAILS
<br />Pg' i. CONCRK,E br-TAILS
<br />-TKEL DEIAILS
<br />.x..41 STEEL PFTATLS
<br />Ul ELASTOMERICi3EARING PADS SHAUL BE IN ACCORDANCE WITH THE
<br />I In w.v Ll ?k tv t'I k (11 1 rl *3 r- (I
<br />MADE 5Y DELTA PILASTICS COMPANY', INC: .
<br />0 SILICA SAND MOST BE CT,EAN ANN; DRY. IF THE SA14D IS NOT OBTAIN&D
<br />BAGGED, ARRANGEMENTS MUST BE MADE TO KEEP IT DRY.
<br />40 MADE BY SIKA CgEMICAL CORP.
<br />G) MADE BY STERLING LACQUER MFG. CO.
<br />-A
<br />7A
<br />EDPI cp/
<br />it
<br />TIT
<br />4B A 01
<br />it mj
<br />-�j
<br />TYPICAL PLACEMENT OF DECK PLATES
<br />add
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<br />*ch4:v.A :b� 4RI
<br />R E "U201 f R, e D LIST
<br />D ES C-R I P T I DN
<br />L
<br />HARDWARE
<br />6
<br />3/4"o
<br />�OCK
<br />X e-112"
<br />WASHER FOR
<br />BOI-T,
<br />3/4"
<br />HEX. HD. & NUT, GALVANIZED
<br />BOLT,GALVANIZED
<br />6
<br />32—T
<br />1/211
<br />STD.
<br />X C)" BOI,T,
<br />WASHER FOP,
<br />ttlEX.
<br />1/21i0
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<br />od, _ct, vfde
<br />iz 4wn-1-
<br />-�Zf,
<br />!LLJ
<br />BENT 3
<br />BE NT 2
<br />BEARING DETAILS
<br />6,r
<br />BENT I
<br />SHEET N�0.
<br />9
<br />10
<br />12
<br />L L
<br />IST OF DRAWINGS
<br />TITLE
<br />3ENERAL PLAN
<br />BP,*N'.r DETAILS
<br />PREOAST C70NCKETE DETAILS
<br />Pg' i. CONCRK,E br-TAILS
<br />-TKEL DEIAILS
<br />.x..41 STEEL PFTATLS
<br />Ul ELASTOMERICi3EARING PADS SHAUL BE IN ACCORDANCE WITH THE
<br />I In w.v Ll ?k tv t'I k (11 1 rl *3 r- (I
<br />MADE 5Y DELTA PILASTICS COMPANY', INC: .
<br />0 SILICA SAND MOST BE CT,EAN ANN; DRY. IF THE SA14D IS NOT OBTAIN&D
<br />BAGGED, ARRANGEMENTS MUST BE MADE TO KEEP IT DRY.
<br />40 MADE BY SIKA CgEMICAL CORP.
<br />G) MADE BY STERLING LACQUER MFG. CO.
<br />-A
<br />7A
<br />EDPI cp/
<br />it
<br />TIT
<br />4B A 01
<br />it mj
<br />-�j
<br />TYPICAL PLACEMENT OF DECK PLATES
<br />add
<br />-oqci 7�n Aarn /-,E>/ .s � 5 wr?
<br />o
<br />LOCATION
<br />!"A2 & CP2
<br />3141&16 SOLTS
<br />HANDRAIL POST
<br />HANDRAIL POST
<br />HANDRAIL POST
<br />BEARIN"'ll AREA
<br />HEARING AREA
<br />REARJNG Ah t1
<br />"a
<br />BEARTN" ARi'.A
<br />2 -GALLON KIT, DP-I,TA AS23-18 A&FA GEL TYPE EPDXY PILES, BEARING
<br />PADS & SII NG
<br />WA T, L S
<br />0.5 CU. FT. DRY SILI�-'A SAND EPDXY
<br />I QjjApj' , TKA SET CEMENT GROOT
<br />4 r LIAS,, TYPE 111, PORTLAND CE4ENT CEMENT GRC,"'T
<br />► o.1 i CU. FT., FINS AGGRFOATE CEMENT GROUT
<br />10 GAL, LOZN, PETRODECK PLATESLATUM P11-1, PLATES
<br />GALLON, CHEM FLEX 100 PIGE PLATES,
<br />PI L F. S &
<br />HANDRAILS
<br />i.iEARIN; A,REA.-.- 8t;ARlNr, AREAS ON BRIDGE; SEATS AND PReSTRESSED CONCRETE
<br />BEAMS WHICH ARE TO PE('F.IVE rPDXY MATERIALS SHALL BE ABRASIVE i31,AST I -LEANED
<br />T�) REV"Virl' ALL ORM OIL AND (7URING AGENTS AND ::HALL BE LEFT IN A DUST
<br />FREE CONDITION.
<br />BEARING PAD ADHESIVE; CLEAN TOP AND BOTTOM SURFACF—S, OF BEARING
<br />WITH METHYL, ETHYL KETuNE TC' REMOVE ALL TRACES OF MOLD RELEASE
<br />WHEN MATING SURFAt'ES ARE (t,EAN AlJD DRY, D 1Fr ,TA AS2�-18 A&B GEr, TYPE EPDXY
<br />'"-HALL BE APPLIED TO A S Mli, THT:CKNESS ON THE "EAT AND YHE PO'VIY,)M
<br />STD F OF THE BEARING PAL) AND THFN THE PAL) SHALL BE SET AND HE"10 IN THE
<br />PROPER LOCATTON ON THC BRJDGE SEAT UNTIL THE EP0`1'Y TAKES ITS INITIAL
<br />SET.
<br />MORTAR FOR SETTING SPAM,,!: JUST BEFORE SETTING BEAMS, MORTAR CONSISTTN(',
<br />, OF0 -i -Y -Ve�
<br />EQUAL PARTS B LUME )F FLTA A323 -JJ! A&B GEL TYPE EPDXY AND DRY
<br />Sll.ICA SAND, MIXED IN A(-COR0ANC-?,WITH MANUFAC-TURER#S DIRECTIONS SHALL
<br />BE SPREAD ON TOP OF BEARING PADS TO A THICKNESS OF APPROXIMATELY I/F
<br />INC7H IN (,)*,DPR TO OPTAIN UNTFC)RM b9ARJNG. SCRAPE EXCESS MORTAR FROM AROUND
<br />PEAR TNG PAP< AFTER BEAMS ARE SET.
<br />!:RECTION OF BEANS: bbli%o' SUALL BE -E's IN THE PROPER LOCATION USING
<br />CARE NOT TO UA MAGE CONCRETE MEMBERS. AFTER BEAMS ARE SET i BURN OFF LTFTIk4(:-
<br />1,C)OPS ONE INCH BiFijOW THE S(,RFA-'f, OF THE CONCRFTE AND PATCH THE
<br />REC95SPS WTTH EPDXY MORTAR AS USFD FOR SFTTING SEAMS.
<br />DECK PLATES: BEFORE' DECK PLATES, C*�;" 6R PLATES AND Bo [.,TS Lst ARE
<br />PLACED IN POSITION, THEY S13ALL BE GIVEN A HEAVY COATING OF PETROLATUM.
<br />THE DECK PLATES SHALL BF ADJUSTED AS NFCESFARY TO TNSIJRE THE PLATES FTT
<br />TIGHT AGAINST THE BEAM", ANN O(JRB�7�.
<br />HANnRAIL: HANDRAIL PANELS ON WA6KWAYS SHALL BE EREICTED PLUMR AND
<br />I
<br />PAINTING: THE EXPUSED PORTION OF PILE Pf.,ATFS, THR CONNECTION BARS,
<br />THF EXP)SED P(MTION OF METAL SHELL PILES BETWEEN BOTT(M OF CAP AND TC F
<br />U)F COLLAR AND THE HANDRAIL PANELS SHALL; 3-'; PAiNTED WITH ONE FIFLI) COAT
<br />OF CHEM FLEX 100 APPLIED TO A WET FTLM THICKNE!",S OF 10 MTLS. THR SURFACE
<br />N Ll
<br />PLATES T'O BE IN CONTACT WITH CONCRETE SHAIJ, BE PAiNT-
<br />-)FHANDRAl L BASE
<br />REFORE ERECTION.
<br />ALL -AREAS TO BE PAIN71"�",D SHALL HAVE A "COMMERCTA!, ABRASIVE BLASI'
<br />C1,9ANING" IN ACCORDAN'-'.:E, 'i4ITH THE STEEL STRUCTURES PAINT 1ING, COUNCIL 50R?Art�,
<br />PREPARATION PA NT' APPLT('ATION FHALLSE IN ACCORDANCE
<br />WITH THE MANUVACTURER'S INSTRUCTION6
<br />14-1 o 4B
<br />t*41 n -.2 4 i
<br />5 2-1 7 o-,
<br />67�
<br />x
<br />74
<br />F8 0Z7 C3 - W -
<br />cplz
<br />n
<br />eat
<br />- - - - - - - - - - -
<br />TYPICAL SECTION THRU DECK
<br />M4492* 40V
<br />Com *4%3, &-�' VVt
<br />SECTION A -A
<br />smcur %J z.,w
<br />6 DR-4wlhtu,
<br />B, E.S - 1885
<br />Q
<br />THE A.T C)'(1S. F Y. COQ MANY
<br />BR -11341.7) SECOND DIST.VALLEYDIV.
<br />GENERAL'PLAN
<br />SC#q L FE 11"4E APRA(-, i9as,
<br />,q,5A,r
<br />* I
<br />R E "U201 f R, e D LIST
<br />D ES C-R I P T I DN
<br />HARDWARE
<br />6
<br />3/4"o
<br />�OCK
<br />X e-112"
<br />WASHER FOR
<br />BOI-T,
<br />3/4"
<br />HEX. HD. & NUT, GALVANIZED
<br />BOLT,GALVANIZED
<br />6
<br />32—T
<br />1/211
<br />STD.
<br />X C)" BOI,T,
<br />WASHER FOP,
<br />ttlEX.
<br />1/21i0
<br />8-1). & NUT, GALVA NIZED
<br />BOLT, GALVANIZED
<br />64
<br />32
<br />LOCO
<br />WASHER
<br />FOR
<br />1 /2
<br />bOLT, GA L V A:N I Z E D
<br />BEARING PADi 0
<br />3
<br />1 C- X
<br />I
<br />XO# -IQ
<br />PLAIN
<br />ELASTOMERIC BEARING PAD
<br />8
<br />X
<br />I
<br />X 0' -ll
<br />PLAIN
<br />ELASTOMERIC BEARING PAD
<br />4
<br />1( X
<br />I
<br />X .1.'--6
<br />PLAIN
<br />ELAS17"OMERIC BEARING PAD
<br />4
<br />10 X
<br />I
<br />X
<br />PLAIN
<br />ELAS TOMERIC' BEARING PAD
<br />M.1,t-0
<br />MISCELT ANEOUS
<br />LOCATION
<br />!"A2 & CP2
<br />3141&16 SOLTS
<br />HANDRAIL POST
<br />HANDRAIL POST
<br />HANDRAIL POST
<br />BEARIN"'ll AREA
<br />HEARING AREA
<br />REARJNG Ah t1
<br />"a
<br />BEARTN" ARi'.A
<br />2 -GALLON KIT, DP-I,TA AS23-18 A&FA GEL TYPE EPDXY PILES, BEARING
<br />PADS & SII NG
<br />WA T, L S
<br />0.5 CU. FT. DRY SILI�-'A SAND EPDXY
<br />I QjjApj' , TKA SET CEMENT GROOT
<br />4 r LIAS,, TYPE 111, PORTLAND CE4ENT CEMENT GRC,"'T
<br />► o.1 i CU. FT., FINS AGGRFOATE CEMENT GROUT
<br />10 GAL, LOZN, PETRODECK PLATESLATUM P11-1, PLATES
<br />GALLON, CHEM FLEX 100 PIGE PLATES,
<br />PI L F. S &
<br />HANDRAILS
<br />i.iEARIN; A,REA.-.- 8t;ARlNr, AREAS ON BRIDGE; SEATS AND PReSTRESSED CONCRETE
<br />BEAMS WHICH ARE TO PE('F.IVE rPDXY MATERIALS SHALL BE ABRASIVE i31,AST I -LEANED
<br />T�) REV"Virl' ALL ORM OIL AND (7URING AGENTS AND ::HALL BE LEFT IN A DUST
<br />FREE CONDITION.
<br />BEARING PAD ADHESIVE; CLEAN TOP AND BOTTOM SURFACF—S, OF BEARING
<br />WITH METHYL, ETHYL KETuNE TC' REMOVE ALL TRACES OF MOLD RELEASE
<br />WHEN MATING SURFAt'ES ARE (t,EAN AlJD DRY, D 1Fr ,TA AS2�-18 A&B GEr, TYPE EPDXY
<br />'"-HALL BE APPLIED TO A S Mli, THT:CKNESS ON THE "EAT AND YHE PO'VIY,)M
<br />STD F OF THE BEARING PAL) AND THFN THE PAL) SHALL BE SET AND HE"10 IN THE
<br />PROPER LOCATTON ON THC BRJDGE SEAT UNTIL THE EP0`1'Y TAKES ITS INITIAL
<br />SET.
<br />MORTAR FOR SETTING SPAM,,!: JUST BEFORE SETTING BEAMS, MORTAR CONSISTTN(',
<br />, OF0 -i -Y -Ve�
<br />EQUAL PARTS B LUME )F FLTA A323 -JJ! A&B GEL TYPE EPDXY AND DRY
<br />Sll.ICA SAND, MIXED IN A(-COR0ANC-?,WITH MANUFAC-TURER#S DIRECTIONS SHALL
<br />BE SPREAD ON TOP OF BEARING PADS TO A THICKNESS OF APPROXIMATELY I/F
<br />INC7H IN (,)*,DPR TO OPTAIN UNTFC)RM b9ARJNG. SCRAPE EXCESS MORTAR FROM AROUND
<br />PEAR TNG PAP< AFTER BEAMS ARE SET.
<br />!:RECTION OF BEANS: bbli%o' SUALL BE -E's IN THE PROPER LOCATION USING
<br />CARE NOT TO UA MAGE CONCRETE MEMBERS. AFTER BEAMS ARE SET i BURN OFF LTFTIk4(:-
<br />1,C)OPS ONE INCH BiFijOW THE S(,RFA-'f, OF THE CONCRFTE AND PATCH THE
<br />REC95SPS WTTH EPDXY MORTAR AS USFD FOR SFTTING SEAMS.
<br />DECK PLATES: BEFORE' DECK PLATES, C*�;" 6R PLATES AND Bo [.,TS Lst ARE
<br />PLACED IN POSITION, THEY S13ALL BE GIVEN A HEAVY COATING OF PETROLATUM.
<br />THE DECK PLATES SHALL BF ADJUSTED AS NFCESFARY TO TNSIJRE THE PLATES FTT
<br />TIGHT AGAINST THE BEAM", ANN O(JRB�7�.
<br />HANnRAIL: HANDRAIL PANELS ON WA6KWAYS SHALL BE EREICTED PLUMR AND
<br />I
<br />PAINTING: THE EXPUSED PORTION OF PILE Pf.,ATFS, THR CONNECTION BARS,
<br />THF EXP)SED P(MTION OF METAL SHELL PILES BETWEEN BOTT(M OF CAP AND TC F
<br />U)F COLLAR AND THE HANDRAIL PANELS SHALL; 3-'; PAiNTED WITH ONE FIFLI) COAT
<br />OF CHEM FLEX 100 APPLIED TO A WET FTLM THICKNE!",S OF 10 MTLS. THR SURFACE
<br />N Ll
<br />PLATES T'O BE IN CONTACT WITH CONCRETE SHAIJ, BE PAiNT-
<br />-)FHANDRAl L BASE
<br />REFORE ERECTION.
<br />ALL -AREAS TO BE PAIN71"�",D SHALL HAVE A "COMMERCTA!, ABRASIVE BLASI'
<br />C1,9ANING" IN ACCORDAN'-'.:E, 'i4ITH THE STEEL STRUCTURES PAINT 1ING, COUNCIL 50R?Art�,
<br />PREPARATION PA NT' APPLT('ATION FHALLSE IN ACCORDANCE
<br />WITH THE MANUVACTURER'S INSTRUCTION6
<br />14-1 o 4B
<br />t*41 n -.2 4 i
<br />5 2-1 7 o-,
<br />67�
<br />x
<br />74
<br />F8 0Z7 C3 - W -
<br />cplz
<br />n
<br />eat
<br />- - - - - - - - - - -
<br />TYPICAL SECTION THRU DECK
<br />M4492* 40V
<br />Com *4%3, &-�' VVt
<br />SECTION A -A
<br />smcur %J z.,w
<br />6 DR-4wlhtu,
<br />B, E.S - 1885
<br />Q
<br />THE A.T C)'(1S. F Y. COQ MANY
<br />BR -11341.7) SECOND DIST.VALLEYDIV.
<br />GENERAL'PLAN
<br />SC#q L FE 11"4E APRA(-, i9as,
<br />,q,5A,r
<br />* I
<br />
|