ANNEXURE 503A SCHEDULE OF – SEAL / RESEAL) Works Item (Section Nos) From ¹ (SLK) To ¹ (SLK) Length (km) Width (m) Side ² (L,C,R) Area (m²) BAR at 15°C (l/m²) Cover Material (Type) Cover Size (mm) Comments Road Name 1 1 2 Etc. etc. Road Name 2 1 2 Etc. etc. Road Name 3 1 2 Etc. etc. Note 1: SLK denotes Straight Line Kilometre distance values for “From” and “To”. Alternatively, section limits may be described using chainages. Note 2: “L, C, R” denotes “Left”, “Centre”, or “Right”. Leave “Side” column blank if width value in previous column is entire seal width.
503D.1 Bituminous Surfacing - Contractors Daily Surfacing Record DATE: BASE MATERIAL PAVEMENT SURFACE COVER AGGREGATE BITUMEN TOTAL QTY OF TYPE TYPE ** 50 170 Emulsion BITUMEN USED CONTRACT NO: TYPE TYPE SIZE DUMP SOURCE TIE IN POINTS FROM TO CONDITION CONDITION ** Dusty Precoated Damp ADHESION AGENT LITRES AT 15.0°C DISTANCE SIDE OF ROAD SPRAYED AREA Road Temperature BINDER COMPONENTS ORDERED APPLICATION RATES Spray Temperature BINDER QUANTITY USED Cover Aggregate Used ACTUAL APPLICATION % OF ORDERED APPLICATION RATES BINDER COMPONENT QUANTITIES USED AT 15° C Spray No. From To Left/ Right Full Width Length Area Component No.1 Component No.2 Component No.3 Additive Adhesion Binder at 15 °C Cover Aggregate Dip Before Spraying Dip After Spraying Quantity Sprayed Hot Quantity Sprayed at 15°C Binder Hot Binder at 15° C Cover Aggregate Binder at 15° C Cover Aggregate Component No. 1 Component No. 2 Component No. 3 Additive m m m m m² % % % % l /m² m²/m³ °C l l l l m³ l /m² l /m² m²/m³ % % l l l kg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TOTALS * Description Of Component No. 1 Remarks: Component No. 2 Component No. 3 SIGNATURE CONTRACTORS REPRESENTATIVE: ** = Tick Appropriate Box SUPERINTENDENT:
503D.2 BITUMINOUS SURFACING - CONTRACTORS SPRAYER LOADING RECORD DATE : GRADE OF BITUMEN : ROAD : SPRAY LOAD No : TYPE OF BLEND : RUN NUMBERS : CONTRACT No : A. LOADING INTO EMPTY SPRAYER B. LOADING INTO SPRAYER CONTAINING PRIMER 1 Pavement Temp °C Design Blend / __ / __ 1 Pavement Temp °C Design Blend _____ / _____ / _____ 2 Application Rate (Hot) L/M2 Spray Temp (Hot) ____ °C 2 Application Rate (Hot) L/M2 Spray Temp (Hot) °C 3 Volume Required In Sprayer L @ _____ °C 3 Volume Required In Sprayer L @ °C ______ L @ 15°C L @ 15°C 4 Components To Be Added (15C) 4 Components To Be Added (15C) Component 1 _____ L OR ______ L @ _____ °C Component 1 _______ L OR L @ _______ °C Component 2 _____ L OR ______ L @ _____ °C Component 2 _______ L OR L @ _______ °C Component 3 _____ L OR ______ L @ _____ °C Component 3 _______ L OR L @ °C Adhesion Agent _____ L 5 Primer Remaining In Sprayer ACTUAL COMPONENTS ADDED _______ L °C L @ 15°C A B 6 Actual Primer Composition / ____ / Component 1 L @ °C Component 1 L @ °C 7 Components Remaining in Sprayer ____
______ ___ ______ ______ Component 2 L @ °C Component 1 _____ L @ °C Component 1 _______ L Component 3 L Component 3 L @ ____ °C Component 1 L @ ____ °C Component 3 _______ L Adhesion Agent ____ L Adhesion Agent _____ L 8 Components To Be Added (15C) Actual Blend / ____ / ____ Actual / _____ / Component 1 _______ L OR L @ C Component 2 _______ L OR L @ C SIGNATURES : Component 3 Adhesion Agents _______ _______ L L OR L @ C Contractor’s Rep Description of Components 1 _______________________________________________________________ 2 ______________________________________________________________ 3 _______________________________________________________________ Superintendent