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—PiloLCap Symm. about C PILE CAP REPAIR DETAIL Longitudinal h of f -sec tion SECTION C -c #5 Bar (Typ.) #5 Bor (Typ.) #5 Bar (Typ.) #5 Bar (Typ.) Concrete Class IV (Typical) Mln. Cover SECTION A -A CONCRETE RESTORATION PROCEDURE (SPALL SI 1. Sowcut 1%2" along perimeter of area to be restored. 2. Remove oflunsound concrete within the sawcut limits by chipping to sound concrete. 3. Sandblast the exposed concrete surfaces and any reinforcing steel to remove allbond-inhibiting materials. 4. Provide on oggregote-fracture surface with a minimum surface profile amplitude of %s" by use of scrabbler or other appropriate means as necessary. 5. Apply on approved epoxy coating to all existing reinforcing steel. (Cost to be included in the unit price for Concrete Class IV). 6. Instollreinforcing steel, wire fabric and adhesive hook anchors. 7. Wet exposed concrete surfaces with clean fresh water: substrate shall be saturated, surface dry. 8. Apply an epoxy -bonding agent to the exposed concrete surfaces. 9. Place Concrete Class IV, 10. Cure as required. Concrete Class IV (Typical) 4x4-W2.9x2.9 Wire Fabric Tied to Hook Anchor (Typical) #3 Adhesive Hook Anchor Set in Epoxy (3" Min. Embedment) (Typical) 1" Saw Cut (Typ,) f 6' (Typ.) L4 1 _�". X• -e 4" Mtn Cover (Tye.) 3'-0' SECTION B -B TABLE OF DEFICIENCIES Location Deficiencies Remarks Bent No. 2 -West End 1'4" Long Delominotion of Bottom Foce Bleeding Bent No. 2 -East End 3"x3" Spoil of Bottom Face Bent No, 3 -South End 3'x6"x2" Deterioration of SW Corner Bent No. 4 -West End 6"x4"xl" Spada"' SW Corner Bent No. 5 -North End Large SpollAlong Length of Cap -15/ Section Loss Exposed and Corroded Rebor Bent No. 5 -East End Large Spall Along Length o! Cap -20/ Section Loss Exposed and Corroded Rebor Bent No. 5 -South End Large Spall Along Length of Cap -20/ Section Loss Exposed and Corroded Rebor Bent No. 7 -South End %B" Crocks Along Depth of Cop Bleeding Bent No. 7 -North End Spoil of Top West Corner Exposed and Corroded Rebor Bent No. 8 -South End Cop Depth x 2' Spoil of SE Corner Exposed and Corroded Rebar Bent No. 8 -South End 3'x1'x4" Spall of East Face Bent No. 8 -South End Numerous Large Cracks Bent No. 12 -East Foce Up to 40/ Section Loss of East Face Exposed and Corroded Rebar Bent No. 12 -East Face Up to 40/ Section Loss of NE Corner Bleeding Bent No, 12 -South Face I'xl'x8" Spada SE Corner ARK /ZE PILE CAP REPAIRS LENGTH FEET N0, BARS TYPE BAR 45 45 r-4' to 2,-6' 45 1l 45 4'-2' 11 * As Required NOTES 1. See Crock Repair Detoits on Sheet No. 81-5. 2. For Bar Bending Details, See Sheet No. B1-20. BRIDGE NO. 880051 REV 1 S ION S RAINS 13/13 DAR BY OESARIPTIN DATE OR DESCRIPi1N1 DRAWN e1 CRECAED RS AKB CG 8/06 8/06 DESIRED BY CG 8/06 CHECKED el TJN 8/06 APPROVED BY T.J. Nobe, P.E. ENGINEER OF RECORD. HARDES[Y & HANOVER, LLP 1000 8AWGRAS3 CORPORATE PERT BURS 344 s.Drb., EL 33313 Cesar A. Cro0000e, P.E 064221 Certificate of AothodlotIon 0171 INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT ROAD NO. COUNTY FINANCIAL PROJECT ID WEST PIER PILE CAP REPAIR DETAILS CR 510 /80/46 RIVER PNNNA.N. CR 510 OVER INTRACOASTAL WATERWAY WABASSO FISHING PIER REPAIRS NINE* •EILST SMEs N0.