IF25-STC006-001-[R1]_Type 1

    NOTES:
    1.       ALL DIMENSIONS ARE IN millimeters [mm] UNLESS OTHERWISE
             MENTIONED.                                                                                                                                                                                                                                 INFORCE NEOLOY 330-150-C TOUGH-CELL (SEE NOTE 3)
                                                                                                                                                                                                                                                        INFILL MATERIAL: 20mm DRAINAGE GRAVEL
     2.      ALL DIMENSIONS SHALL BE CHECKED/VERIFIED ON SITE.

     3.      INFORCE NEOLOY-C PROPERTIES:

             · MATERIAL: NEOLOY® POLYMERIC NANO-COMPOSITE ALLOY
               LONG-TERM PLASTIC DEFORMATION ACCUMULATED AT 44°C,
               51°C AND 58°C: ≤3%
               [ASTM D6992 (SIM)]

             · NET DYNAMIC/ELASTIC MODULUS:
               >775 @30°C
               >675 @45°C
               >525 @60°C
               [ISO 6721-1 / ASTM E2254 (DMA)]

             · STRENGTH AT YIELD OF WIDE-WIDTH PERFORATED
               STRIP >19 kN/m
               [EN ISO 10319:2015]
                                                                                                                                                                                                                                                       NEOLOY LAYER PLAN VIEW
             · STRENGTH AT YIELD OF WIDE-WIDTH PERFORATED                                                                                                                                                                                              NTS
               STRIP >19 kN/m                                                                        3-D ILLUSTRATION OF INFORCE NEOLOY TOUGH-CELL
               [EN ISO 10319:2015]                                                                   NTS

             · UV & OXIDATION RESISTANCE OF VIRGIN MATERIAL
               PRIOR TO ANY AGING (ACCELERATED METHOD):
               ≥1600 MINUTES [ASTM D5885, (HPOIT @ 150°C)]

             · DIMENSIONAL STABILITY: COEFFICIENT OF THERMAL                                                                                                                                                                                                                         INFORCE NEOLOY 330-150-C TOUGH CELL (SEE NOTES)
               EXPANSION (CTE): ≤135 ppm/°C [ISO 11359-2 (TMA) ASTME831]                                                                                                                                                                                                             INFILL MATERIAL: 20mm DRAINAGE GRAVEL
               MEASUREMENT RANGE: FROM -30°C TO +30°C

     4.      PAVEMENT LAYERS TO BE COMPACTED IN LAYERS NO GREATER




                                                                                                                                                                                                                  150 50
             THAN 200mm.




                                                                                                                                                                                                                                                                                                                                  200
     5.      SUBGRADE DESIGN PROPERTIES, SUCH AS CBR AND SWELLING                                                                                          INFILL SOIL
             CHARACTERISTICS, WERE OBTAINED FROM A LIMITED NUMBER OF




                                                                                                                                                                                                                                                                                                                                        500
                                                                                                                                                                                                                  150
             BOREHOLE SAMPLES. SOIL PROPERTIES CAN VARY SIGNIFICANTLY                                         245                             245




                                                                                                                                                                    21




                                                                                                                                                                                                                                                                                                                                  300
             WITH DEPTH AND DISTANCE, AS IS COMMON IN NATURAL GROUND




                                                                                                                                                                         0
             CONDITIONS. IT IS STRONGLY RECOMMENDED THAT THE CLIENT




                                                                                                                                                                                                                  150
             VALIDATE THE TEST RESULTS FOR UNTESTED SECTIONS OF THE ROAD
             BEFORE COMMENCING CONSTRUCTION WORK.                                                                                                                    INFORCE NEOLOY CELLULAR
                                                                                                                                                                     CONFINEMENT 3-D
                                                                                         210




                                                                                                                                       150
                                                                                                                                                                     REINFORCEMENT SYSTEM
     6.      SUBGRADE AND INFILL MATERIAL TO BE TESTED AND CBR TO BE
                                                                                                                                                                                                                                                                                         INFORCE NEOLOY 330-150-C TOUGH CELL (SEE NOTES)
             CONFIRMED AND APPROVED BY INFORCE PRIOR TO INSTALLATION
                                                                                                                                                                                                                                                                                         INFILL MATERIAL: 50mm OPEN GRADED AGGREGATE
             OF THE NEOLOY.
                                                                                                                                                                                                                                                          DRAINAGE LAYER WITH NOM. 50mm
     7.      ADEQUATE SURFACE AND SUBSURFACE DRAINAGE NEEDS TO BE                                                                                                                                                                                         OPEN-GRADED AGGREGATE WRAPPED
             IMPLEMENTED TO MITIGATE WATER INGRESS INTO THE PAVEMENT.                                      PLAN VIEW                                 3-D                                                                                                  WITH GEOFABRIC, ENSURE POSITIVE
                                                                                                                                                                                                                                                          DRAINAGE TO SUITABLE OUTLET
     8.      INFORCE IS UNABLE TO HAVE INSIGHT IN THE CORRECTNESS OF THE
             FINAL SITE-SPECIFIC DATA WHICH THE DESIGN IS BASED ON. THIS                                                                                                                                                                   SUBGRADE
             DESIGN IS THEREFORE ONLY VALID FOR THE GIVEN DATA. AS                                                                                                                                                                         DESIGN CBR 5%
             INFORCE DOES NOT HAVE INSIGHT IN OR CONTROL OVER
             EXECUTION OF THE PAVEMENT, WE DECLINE LIABILITY FOR ALL                                                   INFORCE NEOLOY 330-150-C TOUGH-CELL
             LOSSES AND/OR DAMAGES CONSEQUENTLY INCLUDING CRACKING,                                                    SCALE 1:10
             SUBSIDENCE AND HEAVING. THIS DESIGN ENDEAVOURS TO                                                                                                                                                                                    PAVEMENT STRUCTURE (TYPE 1)
             MITIGATE THESE RISKS, BUT WE CANNOT ASSURE A COMPLETELY                                                                                                                                                                              NTS
             DEFECT FREE PAVEMENT DUE TO EXTERNAL VARIABLES. INFORCE
             EXPLICITLY DISCLAIMS LIABILITY FOR REPAIR COSTS OR RELATED
             DAMAGES. BY USING THIS DESIGN, YOU ACCEPT OUR TERMS OF
             TRADE AND ACKNOWLEDGE AND AGREE TO THIS DISCLAIMER AND
             LIMITATION OF LIABILITY.                                                                                                                                                                                                                             ALL INFORCE DRAWINGS TO BE READ                  DRAWING ISSUED FOR
                                                                                                                                                                                                                                                                  IN CONJUNCTION WITH PROJECT
                                                                                                                                                                                                                                                                  CONSTRUCTION DRAWINGS
                                                                                                                                                                                                                                                                                                                   CONSTRUCTION
                                                                                                                                                                           r
                   Consultants For          Ref. Drg No.         Reference Description         Rev     Date                   Revision description               BY HK S.Ld NG INFORCE         Name           Date         NOTES :
                                                                                                                                                                                                                                                                                                                                          Inforce Global Ltd
                                                                                                                                                                    C        E
                                                                                                A     23.01.25 ISSUED FOR REVIEW AND COMMENT                     DD G          Drawn By   D. Dongcuan    23.01.2025                                                                                                                       Web : www.inforceglobal.com
                                                                                                                                                                    D                                                                                                                                                                     Free Phone : 1800 370 856
                                                                                                                                                                  D            Checked                                     ALL DIMENSIONS IN mm
                                                                                                                                                                                                                                                                                                                                          Email : [email protected]
                                                                                                B     26.02.25 REVISED DESIGN                                    D G
                                                                                                                                                                    D          By         D. Griffiths   23.01.2025
                                                                                                                                                                 DD G          Project                                     TOLERANCES (UNLESS STATED)
                                                                                                0     12.03.25 ISSUED FOR CONSTRUCTION                              D          Manager    D. Griffiths   23.01.2025        LINEAR : 5mm                                                                        STP CONSULTANTS
  CLIENT             Name            Date                                                       1     04.04.25 RE-ISSUED FOR CONSTRUCTION                        DD G          Engineer   .              .                 ANGULAR : 5mm                                                                   OZCARE NOOSA FIRE TRAIL
Discipline
                                                                                                                                                                    D                                                                                                                                  80 COOYAR STREET, NOOSA HEADS
Engineer       .                                                                                                                                                                                                                                                                              INFORCE NEOLOY REINFORCED GRANULAR PAVEMENT DETAILS
Project                                                                                                                                                                                                                           COPYRIGHT HELD BY INFORCE GLOBAL Ltd                        SCALE   SHEET SIZE      DRAWING NUMBER             SHEET     OF      REV
Manager                                                                                                                                                                                                                    This drawing is the property of INFORCE GLOBAL Ltd. It must not
                                                                                                                                                                                                                           be copied or reproduced in any way or passed on to a third party
                                                                                                                                                                                                                                               without written authority.
                                                                                                                                                                                                                                                                                              NTS        A3        IF25-STC006-001                1        1        1