2026 Ballville Bridge Concrete Deck Repairs

UTILITIES: ITEM 614 - MAINTAINING TRAFFIC
GENERAL SUMMARY
THERE ARE NO UNDERGROUND UTILITIES SHOWN ON THIS PLAN.PRIOR TO THE DETOUR BEING IN EFFECT, AND AFTER THE
THE CONTRACTOR SHALL CONTACT OUPS AT LEAST (2) DAYS DETOUR IS COMPLETE (SEE DETOUR LIMITATION BELOW). THE REF. ITEM TOTAL UNIT DESCRIPTION
PRIOR TO DIGGING. ANY ADJUSTMENT TO AVOID UTILITIES WITHCONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES IN NUMBER QUANTTIY
THE PROPOSED WORK SHALL BE INCIDENTAL TO THE PERTINENTACCORDANCE WITH THE REQUIREMENTS OF ITEM 614
BID ITEM. "MAINTAINING TRAFFIC" AND THE FOLLOWING: 1 103.05 LUMP SUM PREMIUM FOR CONTRACT PERFORMANCE BOND
2 254 30 S.Y. PAVEMENT PLANING, ASPHALT CONCRETE
DESIGN DATA THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
STANDARD 48"X30" "ROAD CLOSED" SIGNS, SIGN SUPPORTS, 3 407 5 GAL. NON-TRACKING TACK COAT
CONCRETE CLASS QC2 - COMPRESSIVE STRENGTH BARRICADES, GATES, AND LIGHTS, AS DETAILED IN STANDARD 4 441 4 TON ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG 64-22
4,500 PSI CONSTRUCTION DRAWING MT-101.60 AT THE LOCATIONS WHERE
REINFORCING STEEL - MINIMUM YIELD STRENGTH THE ROAD IS TO BE PHYSICALLY CLOSED TO TRAFFIC. 5 509 200 LBS. EPOXY COATED REINFORCING STEEL, GRADE 60
60,000 PSI
6 512 800 S.Y. SEALING OF CONCRETE SURFACES (EPOXY URETHANE)
THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN SIGNS
EXISTING STRUCTURE VERIFICATION AND SIGN SUPPORTS, AS DETAILED IN THE MANUAL OF UNIFORM 7 614 LUMP SUM MAINTAINING TRAFFIC
TRAFFIC CONTROL DEVICES, AND TYPE III BARRICADES OF THE
8 624 LUMP SUM MOBILIZATION
DETAILS AND DIMENSIONS SHOWN ON THESE PLANS PERTAININGTYPE AND LOCATION AS FOLLOWS:
TO THE EXISTING STRUCTURE HAVE BEEN OBTAINED FROM 9 644 0.08 MILE CENTERLINE
PLANS OF THE EXISTING STRUCTURE AND FROM FIELD TYPE III BARRICADES WITH (R11-3b) AT INTERSECTION OF 10 848 1,300 S.Y. SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRO-DEMOLITION (1.5")
OBSERVATIONS AND MEASUREMENTS. CONSEQUENTLY, THEY COLE AND COUNTY ROAD 53, AND AT THE INTERSECTION ARE INDICATIVE OF THE EXISTING STRUCTURE AND THE OF RIVER STREET AND COUNTY ROAD 53. 11 848 1,300 S.Y. SURFACE PREPARATION USING HYDRO-DEMOLITION
PROPOSED WORK, BUT THEY SHALL BE CONSIDERED TENTATIVE 12 848 60 C.Y. SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY
AND APPROXIMATE, THE CONTRACTOR IS REFERRED TO SIDEWALK CLOSED SIGNS SHOULD ALSO BE PROVIDED AS
SECTIONS 102.05 AND 105.02 OF THE ODOT CONSTRUCTION ANDDIRECTED BY THE ENGINEER. 13 848 LUMP SUM TEST SLAB
MATERIAL SPECIFICATIONS. 14 848 5 C.Y. FULL-DEPTH REPAIR
DETOUR LIMITATION
CONTRACT BID PRICES SHALL BE USED UPON A RECOGNITION OF 15 848 1,300 S.Y. EXISTING CONCRETE OVERLAY REMOVED, 1.25" NOMINAL THICKNESS
THE UNCERTAINTIES DESCRIBED ABOVE AND UPON A PRE-BID TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES EXCEPT 16 848 130 S.Y. HAND CHIPPING
EXAMINATION OF THE EXISTING STRUCTURE BY THE FOR A PERIOD NOT TO EXCEED 28 CONSECUTIVE DAYS. THROUGH
17 848 200 S.Y. REMOVAL DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY
CONTRACTOR. HOWEVER ALL PROJECT WORK SHALL BE USED TRAFFIC SHALL BE DETOURED AS PROVIDED BY THE COUNTY
UPON ACTUAL DETAILS AND DIMENSIONS WHICH HAVE BEEN ENGINEER. THE DETOUR ROUTE SHALL BE ESTABLISHED,
VERIFIED BY THE CONTRACTOR IN THE FIELD. MAINTAINED, AND SUBSEQUENTLY REMOVED BY THE COUNTY
ENGINEER.
REPLACEMENT OF EXISTING REINFORCING STEEL
THE FIRST DAY THAT THE DETOUR IS IN EFFECT SHALL BE
ANY EXISTING REINFORCING BARS WHICH ARE TO BE CONSIDERED THE STARTING DAY OF THE 28 DAY DETOUR
INCORPORATED INTO THE NEW WORK AND WHICH ARE MADE LIMITATION. THE 28TH DAY OF THE 28 DAY DETOUR LIMITATION
UNUSABLE BY THE CONTRACTOR'S CONCRETE REMOVAL SHALL BE CONSIDERED AS AN INTERIM COMPLETION DATE. ON OR
OPERATIONS SHALL BE REPLACED WITH NEW STEEL AT THE BEFORE THE 28TH DAY, THE ROADWAY SHALL BE OPENED TO THE
CONTRACTOR'S COST. ANY EXISTING REINFORCING BARS SAFE AND CONVENIENT USE OF THE TRAVELING PUBLIC. IF THE
DETERMINED BY THE ENGINEER TO BE UNUSABLE DUE TO ROADWAY IS NOT OPENED BY THIS INTERIM COMPLETION DATE,
CORROSION SHALL BE REPLACED WITH NEW STEEL. AN THE SUM OF $1,000 PER DAY WILL BE DEDUCTED FROM ANY
ALLOWANCE OF 200 LBS. IS INCLUDED IN ITEM 509 FOR THIS MONEY DUE TO THE CONTRACTOR, REFERENCE IS MADE TO
PURPOSE. ALL REINFORCING STEEL IS TO BE EPOXY COATED. SECTION XVI, PAGE A-6 OF THE CONTRACT DOCUMENTS.
ITEM 512 - SEALING OF CONCRETE SURFACES (EPOXY URETHANET)HE CONTRACTOR SHALL NOTIFY THE SANDUSKY COUNTY
ENGINEER, IN WRITING, A MINIMUM OF TWENTY-ONE (21) DAYS IN
THIS ITEM SHALL BE APPLIED TO ALL EXPOSED CONCRETE ADVANCED OF THE PLANNED DATE OF CLOSURE.
SURFACES ON THE CURB, SIDEWALK, AND CONCRETE RAILING AS
SHOWN ON SHEET 4 OF THESE PLANS. SEALING SHALL NOT BE
PERFORMED UNTIL ALL HYDRO-DEMOLITION AND CONCRETE
DECK REPAIR WORK HAS BEEN COMPLETED.
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