RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY: KUCAS KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: STANT OF SATD QUANTTS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST OF ST SQ \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Pln\755_SQ.dgn
LGND: TL=TLPON PR=POR SAN=SANTARY GAS=GAS =ATR 0' 5' CATC BASN GAS PR SAN T P S D G ANOL GAS AL 50' SCAL 0 090 060 00 080 0 00 000 D LA SALL TL FULL DPT CONCRT RPAR ARA AT DRCTON OF NGNR 0 00 P 903 90 80 P P 90 NN P N A P 00 030 900 070 70 0 30 90 00 50 LDR ST RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A 0 050 G 90 DSGN BY: KUCAS KUCAS NPLAC UTLTS AND CONSTRUCTON ARAS ST DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. C.S.A.. 5 - NNPN A 5309 JOSUA D. POTTR, LCNSD PROFSSONAL NGNR cp00 LCNS NO. \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\755_gl50SCAL.dgn 0 DAT CCKD BY: LAST RSON: J. POTTR 3 NNPN COUNTY PROJCT 755 ST OF 6
LGND: TL=TLPON PR=POR SAN=SANTARY GAS=GAS =ATR TL T 0' 5' CATC BASN GAS PR SAN P S D ANOL GAS AL 97 50' 9 G 9 360 00 60 96 9 T 98 99 93 G 905 T 95 G 96 ND ST N N ST N A 907 ( CO RD NO 3) 908 90 936 390 SCAL 909 0 G FULL DPT CONCRT RPAR ARA AT DRCTON OF NGNR 93 9 90 9 NN P N A T 906 c s th ti n ng rd. w ' l ow y er S G 97 70 9 0 T 95 300 98 G 380 99 G 930 T 93 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A 93 DSGN BY: KUCAS KUCAS G 93 G 933 NPLAC UTLTS AND CONSTRUCTON ARAS 0 ST DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. C.S.A.. 5 - NNPN A 5309 JOSUA D. POTTR, LCNSD PROFSSONAL NGNR cp00 LCNS NO. \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\755_gl50SCAL.dgn 0 DAT CCKD BY: LAST RSON: J. POTTR NNPN COUNTY PROJCT 755 ST OF 6
LGND: TL=TLPON PR=POR SAN=SANTARY GAS=GAS =ATR TL 5' 0' CATC BASN GAS PR SAN T P S D G ANOL GAS AL 50' 90 T 9 G 939 937 95 96 97 95 99 96 96 953 957 958 T ST N TY N RS UN SCAL 938 FULL DPT CONCRT RPAR ARA AT DRCTON OF NGNR NN P N A S ho r z c n ci ty G 9 93 G 9 G 98 mo nu me nt 95 G 955 T 95 G 956 G 960 G 959 P 963 50 S 950 P 935 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DSGN BY: KUCAS KUCAS NPLAC UTLTS AND CONSTRUCTON ARAS N ST T 550 ST DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. C.S.A.. 5 - NNPN A 5309 JOSUA D. POTTR, LCNSD PROFSSONAL NGNR cp003 LCNS NO. \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\755_gl50SCAL.dgn 0 DAT CCKD BY: LAST RSON: J. POTTR 5 NNPN COUNTY PROJCT 755 ST 3 OF 6
LGND: TL=TLPON PR=POR SAN=SANTARY GAS=GAS =ATR TL 5' 0' CATC BASN GAS PR SAN T P S D G ANOL GAS AL 50' 5T ST N SCAL T ST N 966 965 973 97 967 630 S 97 NN P N A S 968 FULL DPT CONCRT RPAR ARA AT DRCTON OF NGNR 989 G 988 660 S 99 S 98 S 98 99 S 993 S S S S S S 36 " co ve r T L P T L T 980 T 969 G 97 G 976 983 G 978 T 98 T 986 990 570 560 G 975 G 970 G 977 NN P N A 670 96 985 G 979 T 987 N ST T 60 S A L A R T N C RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DSGN BY: KUCAS KUCAS NPLAC UTLTS AND CONSTRUCTON ARAS ST DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. C.S.A.. 5 - NNPN A 5309 JOSUA D. POTTR, LCNSD PROFSSONAL NGNR cp00 LCNS NO. \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\755_gl50SCAL.dgn 0 DAT CCKD BY: LAST RSON: J. POTTR 6 NNPN COUNTY PROJCT 755 ST OF 6
S ( LGND: TL=TLPON PR=POR SAN=SANTARY GAS=GAS =ATR TL 0' 5' FULL DPT CONCRT RPAR ARA AT DRCTON OF NGNR CATC BASN GAS PR SAN T P S D G ANOL GAS AL 50' SCAL T 7 770 80 80 T S S 780 70 997 996 99 806 803 80 NN P N A ho r z c n ci ty mo nu me nt P 750 999 P 995 760 T 998 80 80 790 805 830 800 S A T 6 D N T S S RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DSGN BY: KUCAS KUCAS NPLAC UTLTS AND CONSTRUCTON ARAS ST DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. C.S.A.. 5 - NNPN A 5309 JOSUA D. POTTR, LCNSD PROFSSONAL NGNR cp005 LCNS NO. \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\755_gl50SCAL.dgn 0 DAT CCKD BY: LAST RSON: J. POTTR 7 NNPN COUNTY PROJCT 755 ST 5 OF 6
P LGND: TL=TLPON PR=POR SAN=SANTARY GAS=GAS =ATR TL SAN GAS PR T P S D G CATC BASN ANOL GAS AL FULL DPT CONCRT RPAR ARA AT DRCTON OF NGNR 0' SCAL 5' 50' 809 850 860 807 808 80 86 87 88 NNPN A P 80 8 8 P 89 P 83 870 8 85 8T ST S RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY: KUCAS KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: NPLAC UTLTS AND CONSTRUCTON ARAS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST 6 OF 6 ST 8 cp006 \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\755_gl50SCAL.dgn
ARABL DT JONT CRACK RPAR JONT RPAR (TYP A) DSCRPTON: N NLY CONSTRUCTD RPARS OR N PLAC JONTS OR CRACKS. SA, CLAN, SAL TRANSRS AND OR LONGTUDNAL PANT JONTS OR CRACKS. ARABL DT N PLAC JONT OR CRACK RPAR JONT RPAR (TYP A) DSCRPTON: RO N PLAC JONT SALR, CLAN AND SAL TRANSRS AND OR LONGTUDNAL PANT JONTS OR CRACKS. SCTON ROAL Remove n plce Seler SCTON NSTALLATON Fill with hot pour joint selnt to 6'' below top of pvement SCTON ROAL SCTON NSTALLATON Fill with hot pour joint selnt to 6'' below top of pvement NOTS d Pvement Depth ries d b c Bcker Rod ARA TO B ROD BY SANG, N PLAC JONT OR CRACK AY CONTAN JONT SALR Pvement Depth ries c b Bcker Rod Remove n plce Seler NOTS * On rodwys with posted speed limits of 5 mph or greter the mximum recommended "" dimension is 3 inch. * On rodwys with posted speed limits of 5 mph or greter the mximum recommended "" dimension is inch. JONT DT (NCS) SALANT BAD BACKR ROD NU TCKNSS DATR JONT DPT (NCS) (NCS) (NCS) b c d 38 58-8 - 38 58-8 - 38 58 3 3 3 78 78 78.0.0.0-8 - -38 6 56-36 -76-6 -56-36 -76-6 SATD QUANTTY (ftgl) 68 9 67 3 30 7 3 SATD QUANTTY (lblf) 0.035 0.079 0.0 0.9 0.36 0.30 0.56 0.7 0.877 JONT DT (NCS) SALANT BAD BACKR ROD NU TCKNSS DATR JONT DPT (NCS) (NCS) (NCS) b c d 38 58 3 78.0 8 38 58 3 78.0 8 ORK TO B DON 38 58 3 78.0 8 6 56-36 -76-6 SATD QUANTTY (ftgl) 68 9 67 3 30 BASS OF PAYNT SATD QUANTTY (lblf) 0.035 0.079 0.0 0.9 0.36 56 0.30 36 7 0.56 76 3 0.7 38 6 0.877.. ORK TO B DON Remove in plce joint selnt, if pplicble. Sw both joint fces to configurtion shown then immeditely wter flush the joint or crck. BASS OF PAYNT.. Remove in plce joint selnt, if pplicble. Clen nd dry joint or crck by sndblsting nd ir blsting.. 5. Clen nd dry joint or crck by sndblsting nd ir blsting. Furnish nd instll bcker rod of pproprite dimeter in joint or crck opening. Furnish nd instll bcker rod when joints re '' wide or greter. Fill joint or crck with Joint nd Crck Seler (Specifiction 375 ot Poured). 30 Joint Repir (Type A) (Lin. Ft.). Furnish nd instll bcker rod of pproprite dimeter in joint or crck opening. Furnish nd instll bcker rod when joints re '' wide or greter. Fill joint or crck with Joint nd Crck Seler (Specifiction 375 ot Poured). 30 Joint Repir (Type A) (Lin. Ft.) To prevent trcking of the Joint nd Crck Seler use tissue pper if necessry. 5. To prevent trcking of the Joint nd Crck Seler use tissue pper if necessry. DAT: APRL, 06 DAT: APRL, 06 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY:. KUCAS. KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: TYPCAL AND DTAL STS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST OF 6 ST 9 Defult \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\CPRdetils-R0-0dgn
ARABL DT JONT CRACK RPAR JONT RPAR (TYP A) DSCRPTON: N NLY CONSTRUCTD RPARS OR N PLAC JONTS OR CRACKS. SA, CLAN, SAL TRANSRS AND OR LONGTUDNAL PANT JONTS OR CRACKS. PARTAL DPT RPAR (TYP BA) DSCRPTON: RO CONCRT, RSTABLS JONTS AND CRACKS, FURNS AND PLAC CONCRT, SA AND SAL JONTS AND CRACKS. SCTON ROAL SCTON NSTALLATON Remove n plce Seler Fill with hot pour joint selnt to 6'' below top of pvement Less thn 6' PLAN Rodwy C 5 PROFL 0'' inimum 3'' in. 6 d Pvement Depth ries d b c Bcker Rod 3 ARA TO B ROD Limits of deteriorted concrete 0'' in. Dimension (idth & Length) NOTS * Joint nd crck reestblishment is required. Furnish nd instll preformed joint filler prior to concrete plcement. NOTS... 5. ARA TO B ROD BY SANG, N PLAC JONT OR CRACK AY CONTAN JONT SALR * On rodwys with posted speed limits of 5 mph or greter the mximum recommended "" dimension is inch. JONT DT (NCS) SALANT BAD BACKR ROD NU TCKNSS DATR JONT DPT (NCS) (NCS) (NCS) b c d 38 58-8 - 38 58-8 - ORK TO B DON 38 58 3 3 3 78 78 78.0.0.0-8 - -38 Remove in plce joint selnt, if pplicble. 6 56-36 -76 Sw both joint fces to configurtion shown then immeditely wter flush the joint or crck. Clen nd dry joint or crck by sndblsting nd ir blsting. Furnish nd instll bcker rod of pproprite dimeter in joint or crck opening. Furnish nd instll bcker rod when joints re '' wide or greter. Fill joint or crck with Joint nd Crck Seler (Specifiction 375 ot Poured). -6-56 -36-76 -6 SATD QUANTTY (ftgl) 68 9 67 3 30 7 3 SATD QUANTTY (lblf) 0.035 0.079 0.0 0.9 0.36 0.30 0.56 0.7 0.877 BASS OF PAYNT ncidentl * Swing for the initil joint estblishment is not llowed. * Furnish preformed joint filler of width equl to the existing trnsverse joint or crck '' minimum thickness (Stndrd Spec. 370). re '' or less in width. 5 * Chipping hmmers re limited to mximum weight of 35 pounds... ORK TO B DON Remove ll concrete to limits shown in detil, including ll unsound concrete by milling nd chipping hmmers. f the end of the dowel br is exposed, remove the dowel. Clen exposed surfce by sndblsting nd ir blsting. Plce duct tpe s bond breker on exposed dowel brs. 5. Provide joint compression relief in the void below the exposed dowel br by furnishing nd plcing clen concrete snd level with the top of the dowel brs. 3 7. 8. Tper ll sides of the repir 30-60 from verticl nd to minimum depth of ''. Provide joint compression relief bove the dowel brs by furnishing nd instlling preformed joint filler. AND OR Reestblish the crck through the repir by furnishing nd instlling wx coted crdbord. 5 Apply bonding grout immeditely prior to concrete plcement. Re-sndblst nd ir blst if the bonding grout dries before the concrete is plced. AND OR The Contrctor my use wter to precondition the in plce concrete prior to plcing concrete bckfill. Repply wter if concrete dries prior to plcing concrete bckfill. Furnish & plce Concrete ix Number 3U8. ibrte, finish to grde nd slope, edge ddjcent to joint filler, Sel edges with grout nd pply cure. x coted crdbord is llowed on crcks tht 30 BASS OF PAYNT Prtil Depth Repir (Type BA) (Sq. Ft.) To prevent trcking of the Joint nd Crck Seler use tissue pper if necessry. 9. Sw nd sel joints nd crcks in ccordnce with. Joint Repir (Type A) detil. 6 (ncidentl) DAT: APRL, 06 DAT: APRL, 06 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY:. KUCAS. KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: TYPCAL AND DTAL STS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST OF 6 ST 0 Defult \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\CPRdetils-R0-0dgn
JONT AND CRACK RPAR (TYP B3) DSCRPTON: RO CONCRT, RSTABLS JONTS AND CRACKS, FURNS AND PLAC CONCRT, SA AND SAL JONTS AND CRACKS. PLAN PROFL 0'' minimum PARTAL DPT RPAR SPCAL (TYP B) DSCRPTON: RO CONCRT, NSTALL RNFORCNT BARS, FURNS & PLAC CONCRT, SA AND SAL JONTS. PROFL PLAN Adjcent Lne or Shoulder Prtil Depth Repir (Type BA) or (Type B3) 6' min. NOTS Rodwy C 5 3'' 6 in. 3 ARA TO B ROD 0'' in. idth 6 Lin. Ft. in. Length Limits of deteriorted concrete Joint or Crck Joint Filler in. '' 0'' in. t ' Drill & Grout poxy Coted No. Rebr 8'' long 0'' in. '' '' x. t * Joint nd crck reestblishment is required. Furnish nd instll preformed joint filler prior to concrete plcement. * Swing for the initil joint estblishment is not llowed when plced over rndom crcks. * Furnish preformed joint filler of width equl to the existing trnsverse joint or crck '' minimum thickness (Stndrd Spec. 370). re '' or less in width. 5 * Chipping hmmers re limited to mximum weight of 35 pounds. x coted crdbord is llowed on crcks tht Pid s Prtil Depth Repir Specil (Type B) (Only when reinforcement brs re instlled) Pid s Prtil Depth Repir (Type BA) or (Type B3) NOTS * Do not use this repir in the wheel pths, use the Full Depth Repir (Type CD). * Joint nd crck reestblishment is required. Furnish nd instll preformed joint filler prior to concrete plcement. ORK TO B DON BASS OF PAYNT * Swing for the initil joint estblishment is not llowed.. Remove ll concrete to limits shown in detil, including ll unsound concrete by milling nd chipping hmmers. Tper ll sides of the repir 30-60 from verticl nd to minimum depth of ''. * Furnish joint filler in single piece for the full depth of the repir. * Furnish preformed joint filler of width equl to the existing trnsverse joint or crcks '' minimum thickness (Stndrd Spec. 370). on crcks tht re '' or less in width. x coted crdbord is llowed. f the end of the dowel br is exposed, remove the dowel. Clen exposed surfce by sndblsting nd ir blsting * Chipping hmmers re limited to mximum weight of 35 pounds. ORK TO B DON BASS OF PAYNT. Plce duct tpe s bond breker on exposed dowel brs. 5. Provide joint compression relief in the void below the exposed dowel br by furnishing nd plcing clen concrete snd level with the top of the dowel brs. 3 6A. 7. 8. 9. Provide joint compression relief bove the dowel brs by furnishing nd instlling preformed joint filler. AND OR Reestblish the crck through the repir by furnishing nd instlling wx coted crdbord. 5 Apply bonding grout immeditely prior to concrete plcement. Re-sndblst nd ir blst if the bonding grout dries before the concrete is plced. AND OR The Contrctor my use wter to precondition the in plce concrete prior to plcing concrete bckfill. Repply wter if concrete dries prior to plcing concrete bckfill. Furnish & plce Concrete ix Number 3U8. ibrte, finish to grde nd slope, edge ddjcent to joint filler, Sel edges with grout nd pply cure. Sw nd sel joints nd crcks in ccordnce with. Joint Repir (Type A) detil. 6 (ncidentl) 30 Joint nd Crck repir (Type B3) (Lin. Ft.). See Prtil Depth Repir (Type BA) or Crck nd.. 5. 7. Joint Repir (Type B3) detils for dditionl informtion. Remove ll concrete to limits shown in the detils, including ll unsound concrete. by milling nd chipping hmmers. Remove in plce reinforcement brs nd dowel brs s needed. Clen exposed surfce by sndblsting nd ir blsting. Drill & grout reinforcement brs. Reestblish the crck through the repir by furnishing nd instlling wx coted crdbord. Apply bonding grout immeditely prior to concrete plcement. Re-sndblst nd ir blst if the bonding grout dries before the concrete is plced. AND OR 7. The Contrctor my use wter to precondition the in plce concrete prior to plcing concrete bckfill. Repply wter if concrete dries prior to plcing concrete bckfill. 8. Furnish. plce, nd vibrte Concrete ix No. 3U8. 30 Prtil Depth Repir (Type BA) (Sq. Ft.) OR 30 Crck nd Joint Repir (Type B3) (Lin. Ft.) 30 Prtil Depth Repir Specil (Type B) (Sq. Ft.) ( Sq. Ft. inimum) DAT: APRL, 06 DAT: APRL, 06 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY:. KUCAS. KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: TYPCAL AND DTAL STS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST 3 OF 6 ST Defult \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\CPRdetils-R0-0dgn
5 ' 0'' FULL DPT RPAR (TYP CD-) DSCRPTON: RO CONCRT, PLAC RNFORCNT BARS AND DOLS, Outside dge Of Concrete Or Pvement rking Notes PLAN FURNS AND PLAC CONCRT, SA AND SAL JONTS. 0' (typicl) No. poxy 3 Coted Re-brs Joint Filler Joint Repir ' '''' ' '''' ' ' (Type A) ' Lne idth (typicl) inimum 6' Lin. Ft. Rdwy. CL t '' inimum t PROFL Joint Repir (Type A) 9'' Approx. 3'' 3 ARA TO B ROD * hen repiring rndom crcks on newly constructed concrete pvements, contct the Concrete ngineering Unit for recommendtions. * This repir is lso used on tied longitudinl joints (' on ech side of the joint). Replce dowels with 8'' long No. 8 epoxy coted reinforcement brs. Furnish nd instll reinforcement brs (epoxy coted) t ' Centers. nstll '' joint filler t the up nd down strem ends of the longitudinl repir. 9'' No. poxy Coted Re-br.5'' dimeter, 8'' long dowel br No. 8 poxy Coted Re-brs when Repir Repir is Utilized in longitudinl Direction.. DSCRPTON: RO CONCRT, RSTOR AND COPACT BAS, PLAC DOLS AND RNFORCNT BARS, FURNS AND PLAC CONCRT, SA AND SAL JONTS. Full Depth Repir (Type CD) nplce Contrction Joint Notes. r. Type CX repir (Greter thn ' ) ' 0'' (Use for skewed nd perpendiculr pvement joints) nplce Contrction Joints Keep sw cut minimum of ' from exsisting joints Joint Repir (Type A) 6 (.0'' Dim.) Dowel Br Bsket Assembly 370 Joint Filler Sw Cut Full Depth ORK TO B DON PANT RPLACNT (TYP CX) No. poxy Coted Rebrs Spced t 3 Or 3 30'' Centers Full Depth Repir (Type CD) ( Lin. Ft. Typicl) 5' in. 6 Drill nd Grout Dowels Direction of Trffic * Plce sw cut t lest ' up strem or 5' down strem from ny trnsvers joints in the djcent lne. See Full Depth Repir (Type CD) for dditionl informtion. Sw full depth & remove in plce concrete pvement. Restore nd compct in plce bse. Furnish nd instll dowels. Secure dowels to the in plce concrete with pproved non shrink grout t Pvt. to Remin nplce * Drill concrete pvement utilizing drill bit dimeter n > 8-inch lrger thn dowelre-br br dimeter. Drill in plce concrete for dowel brs. liminte inside 5 dowels for (Type CD-L) repirs or epoxy dhesive. Cot free end of dowels with form coting mteril meeting Spec. 390. t Approx. 3'' PROFL Joint Repir (Type A) 9'' 6 5 BASS OF PAYNT 9'' No. poxy Coted Rebr Drill nd Grout 8'' Long Dowel Br Refer to the Type CD Repir Detil for Dowel Br Dim. nd Other nfo. * Dowel br bsket required when longitudinl length of the repir is > 5'. Plce dowel br ssemblies t 5' centers, when repir length exceeds 30'. 30 Full Depth Repir (Type CD) (Lin.Ft.) * Add n dditionl dowel br per side for ech foot increse in lne widthpy quntity. * Drill in plce pvement utilizing drill bit(s) with stted or mesured dimeter of of t lest one eighth inch lrger dimeter thn D&G dowel brre-br dimeter. * f repir is plced over n existing skewed contrction joint, mtch existing contrction joint skew, unless otherwise llowed by the ngineer. 5. 5. f mtching in plce trnsverse joints, drill nd grout epoxy coted tie brs into the djcent lne. Drill nd grout reinforcement brs not require if repir length is under 75'. 3 OR solte ll trnsverse pvement joints nd crcks. Furnish nd instll joint filler 370 between the djcent in plce lne nd the (Type CX) repir. 3 (ncidentl) 30 Drill nd Grout Reinforcement Brs (poxy Coted) (ch) * No. epoxy coted re-br 3 length is equl to the width of the repir, minus feet. ORK TO B DON. Sw cut to full depth nd remove concrete pvement. Restore nd compct in plce bse.. Drill in plce concrete pvement for dowels brs or epoxy coted reinforcement brs on longitudinl repirs. BASS OF PAYNT 7. 8. 9. 0... As needed, furnish (.0'' Dim.) Dowel Br Assemblies, in ccordnce with Stndrd Plte 0 Clen verticl surfces of in plce concrete. Plce epoxy coted supplementl reinforcing brs over culverts s needed, See Stndrd Plte 070. Furnish nd plce Concrete ix Number 3R5. Furnish nd instll epoxy coted rebrs in conc. repir, locted 3'' from end of dowel br. 5 ibrte, finish to grde nd slope, edge, texture, nd pply cure. Green sw joints over dowel br bskets. Sw nd sel joints in ccordnce with Joint Repir (Type A) detil. 6 (ncidentl) 30 30 Dowel Br (ch) Supplementl Reinforcement Brs (poxy Coted) (Pound) 30 Pvement Replcement (Type CX) (Sq. Yd.) Furnish nd instll dowels or reinforcement brs Secure the dowel brs or reinforcement brs to the in plce concrete by using n pproved non shrink grout or epoxy dhesive. Cot free end of dowel brs with form coting mteril meeting Spec. 390. 30 Full Depth Repir DAT: APRL, 06. Clen the verticl surfces of the in plce concrete. (Type CD-) (Lin. Ft.) 5. Furnish nd instll joint filler. 7. Furnish nd plce Concrete ix Number 3R5. Furnish nd instll reinforcement brs in plstic concrete, 3'' from end of dowel br t mid depth. 3 Note esurement for pyment is mde long single trnsverse sw cut. 8. 9. ibrte, finish to grde nd slope, edge, texture, nd pply cure. Sw nd sel joints in ccordnce with Joint Repir (Type A) detil. (ncidentl) f this repir is plced t skew, the stndrd foot dimension is mesured perpendiculr from the sw cut. 5 DAT: APRL, 06 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY:. KUCAS. KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: TYPCAL AND DTAL STS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST OF 6 ST Defult \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\CPRdetils-R0-0dgn
SPOT FULL DPT RPAR TYP (C-L) DSCRPTON: SA CONCRT, RO CONCRT. PLAC RNFORCNG AND DOLS AS RQURD. FURNS AND PLAC CONCRT, SA AND SAL JONTS. PLAN SCTON '' C Rodwy n Plce Contrction Joint ' ' ' ' No. 8 poxy Coted Rebr 8'' long Joint Repir (Type A) '' Dimeter 8'' Long Dowel Brs 9'' ' 9'' ' ' ' ' b ' Joint Filler Joint Repir (Type A) c d 3 ' ' ' c ' Joint Filler Joint Repir (Type A) '' d Dim. 8''-'' No. poxy Coted Rebr 8'' long 3 Repir Dimensions ) xterior dge, 3' 6" x 6' min. for one hlf lne repir. ARA TO B ROD b) xterior edge t joint loction, ' x ' min. size. c) nterior edge t centerline, ' x ' min. size. d) Gs line or explortory core hole " dimeter minimum size nd " dimeter mximum size. Notes * Drill in plce pvement utilizing drill bit(s) with stted or mesured dimeter of of t lest one eighth inch lrger in dimeter thn D&G dowelre-br dimeters. 3 ORK TO B DON BASS OF PAYNT. Sw cut to full depth nd remove concrete pvement. Restore nd compct in plce bse.. Drill in plce concrete t ' C. to C.: for No. 8 epoxy coted reinforcement brs or, '' dowel brs or, No. epoxy coted reinforcement brs. 3 Furnish nd instll epoxy coted reinforcement brs or dowel brs. Secure the reinforcement brs or dowel brs to the in plce concrete by using n pproved non shrink grout or epoxy dhesive. Cot free end ofdowel brs with form coting mteril meeting Specifiction 390. 30 Spot Full Depth Repir (Type C-L) (Sq. Ft.). Clen the verticl surfces of the in plce concrete. 5. Furnish nd instll joint filler. Furnish nd plce Concrete ix Number 3R5 or furnish nd plce 3U8 for core hole "d" repirs. 7. ibrte, finish to grde nd slope, edge, texture, nd pply cure. 8. Sw nd sel joints in ccordnce with Joint Repir (Type A) detil. (ncidentl) DAT: APRL, 06 RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY:. KUCAS. KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: TYPCAL AND DTAL STS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST 5 OF 6 ST 3 Defult \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\CPRdetils-R0-0dgn
DTALS OF CONCRT COLLARS AROUND ADJUSNT RN (FOR US ON ALL STRUCTURS N ROADAY) ANOL *CONC. COLLAR DTAL ANOL *CONC. COLLAR DTAL T SLAB COR C L C L CONCRT SURFAC ARA BTUNOUS SURFAC ARA CONCRT SURFAC ARA BTUNOUS SURFAC ARA + - + - " " AR COURS " " AR COURS GRAD A CONC. BNDR OR BAS GRAD A CONC. "N. BNDR OR BAS "N. "N. ADJUSNT RN ADJUSNT RN CATC BASN *CONC. COLLAR DTAL T CURB & GUTTR C L GRAD A CONC. "N. "N. ADJUSNT RN *ATRALS AND LABOR AR CONSDRD NCDNTAL ORK RBY CRTFY TAT TS PLAN AS PRPARD BY OR UNDR Y DRCT SUPRSON AND TAT A A DULY LCNSD PROFSSONAL NGNR UNDR T LAS OF T STAT OF NNSOTA. DSGN BY:. KUCAS. KUCAS 5309 0 CCKD BY: J. POTTR JOSUA D. POTTR, LCNSD PROFSSONAL NGNR LCNS NO. DAT LAST RSON: DTAL ST & STANDARD PLATS C.S.A.. 5 - NNPN A NNPN COUNTY PROJCT 755 ST 6 OF 6 ST Defult \\Tempo\proj\08_ConcretePvtRepir_CP755\Design\Bse\CPRdetils-R0-0dgn