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HEAD OFFICE |VAT REGISTRATION NUMBER |4960317727 FLEET & EQUIPMENT
PHYSICAL ADDRESS:Ground Floor – Building 2 |NHBRC REGISTRATION NUMBER |4000013824 IN-HOUSE EARTHMOVING FLEET UNITS) INSURANCE
|CIDB GRADING DESIGNATION | GNSS RTK SURVEY EQUIPMENT PUBLIC LIABILITY COVER| R5 MILLION
Gleneagles Park 10Flanders Drive Mount Edgecombe |CSD SUPPLIER NUMBER | SCAFFOLDING & FORMWORK SYSTEMS PROFESSIONAL INDEMNITY| R2MILLION
POSTAL ADDRESS: P.O. Box 582 Westville 3630 TAX CLEARANCE CERTIFICATE |SARS COMPLIANT HUMAN RESOURCES ALL RISK COVER | R10 MILLION
|B-BBEE LEVEL |LEVEL 1 BARGAINING COUNCIL REGISTRATION|BCAWU COMPLIANT BANK DETAILS
TEL: +27 73 557 1040 Fax:
CSD SUPPLIER NUMBER |REGISTERED PERMANENT CREW |TRAINED ARTISANS PERSONNEL ACCOUNT TYPE | BUSINESS CHEQUE ACCOUNT
EMAIL: admin@dsonindustries.co.za MASTER BUILDERS ASSOCIATION |MEMBER QUALIFIED SITE SAFETY OFFICERS --2 |FIRST NATIONAL BANK — ACC NO: 63104084883, |
WEBSITE: www.dsonindustries.co.za CIVIL ENGINEERING & CONSTRUCTION WORKS INHOUSE ENGINEERS AND DRAUGHTSMAN BRANCH WESTVILLE (250655), SWIFT: FIRNZAJJ |
FULL SAFETY COMPLIANCE (ISO 45001/OHS ACT) ACCOUNT TYPE | BUSINESS CHEQUE ACCOUNT

5. DETAILED CONDITION ASSESSMENT: CRITICAL DEFECTS IDENTIFIED

2
From our field observations, the following conditions were documented across the 6,000 m heavily trafficked
infrastructure zone. We recognize that routine maintenance has been ongoing since the Nursery's
establishment; however, the cumulative operational demands may now warrant more comprehensive

intervention.

5.1 CONSOLIDATED DEFECT SUMMARY TABLE

Symptom Primary Understood Operational
Defect Category Affected Locations
Observed Indicator Cause Impact

Staff parking (1,200
Loss of surface Aggregate Natural m ), Clinic access (800
2
2
1. Surface integrity; segregation, weathering over Equipment wear, m ), Production road
Deterioration exposed operational reduced speeds 2
fine material (2,400 m ), Loading
materials period zones (1,600 m )
2
washout

Repeated All heavy traffic
Deep channels Permanent Forklift handling
2. Rutting & loading on corridors
(50-150mm) in deformation in challenges, tray
Wheel Tracks existing base
traffic lanes wheel paths stability concerns
materials Distributed across

assessment zone;
Bowl-shaped Irregular
Differential Standing water concentrated near
3. Surface settlements surface profile, settlement of fill formation, driver

Depressions localized buildings
(30-80mm materials discomfort
sinking
depth)

"Bouncing" 35% of assessed area
Soft spots with Equipment
4. Base Layer under load, Moisture effects
visible stability
Conditions on base integrity
deflection pumping of considerations Western facilities
fines

Limited cross-
Standing water Surface pools in
5. Water fall gradients, Operational delays ( 40% ), Loading zone
3-7 days post- depressions,
Ponding drainage during wet periods ( 60% ), Staff parking
rainfall saturated zones capacity
(50%)

Sticky mud High clay Existing Traction
6. Material
2
Characteristics formation content, plastic material challenges, vehicle Entire 6,000 m zone
when wet behavior properties mobility

7. Edge Progressive Exposed Width reduction, Perimeter zones
Surface water
Deterioration erosion along subgrade,edge off-tracking (20-40% width loss
raveling runoff patterns potential in sections)
road edges