RB 77/00009 Construction materials investigation Redcliff petrochemical site, sections 12, 18, 99, 100, 101, 102, 103, 104, 102, 134 Hd Winninowie, Co. Frome.
Published: 01 Jan 1977 Created: 06 Nov 2024 Revised: 06 Nov 2024

Materials suitable for concrete aggregate, railway ballast, road base course, protection of salt field sea wails and rock fill will be required should construction of the petrochemical plant and appurtenant works proceed at Redcliff, 25 km...

Materials suitable for concrete aggregate, railway ballast, road base course, protection of salt field sea wails and rock fill will be required should construction of the petrochemical plant and appurtenant works proceed at Redcliff, 25 km south-southeast of Port Augusta. Results of the auger drilling and back hoe trenching which extended over sections 12, 16, 17, 18, 19, 99, 100, 101, 102, 103, 104, 105, 134 and 170 Hundred Winninowie, are described in this report. No laboratory tests were carried out. Quality assessments of potential construction materials were based only on visual estimation. Further investigation for construction sand is not warranted within the site area. Reconnaissance backhoe trenching east of Mount Grainger intersected a sequence of interbedded sandstone and quartzite, presumed to be part of the Upper Proterozoic A.B.C. Range Quartzite, beneath a blanket of Middle Pleistocene ?Bakara Calcrete and Recent dune sand (Fulham Sand). The calcrete and stronger sandstone are considered suitable for road base and sub-base, embankment slope protection and general rockfill. The quartzite should be acceptable for concrete aggregate and railway ballast. Close-spaced trenching of the proposed quarry site revealed good quality quartzite suitable for all aggregate requirements. Calcrete, soil and talus overburden is less than 0.8 m. Over a strike length of 200 metres, 56,000 cubic metres or 147,000 tonnes of quartzite are indicated in situ above R.L. 27 m, with 8,800 cubic metres or 23,000 tonnes of quartzite available per vertical metre below this level. Quarrying to R.L. 27 M will involve removal of 14000 cubic metres of overlying sandstone, calcrete and dune sand. Deepening to R.L. 17 metres will require benching and the removal of a further 58,000 cubic metres of sandstone. However, portion of the sandstone may prove acceptable for some material requirements. Diamond core drilling of the proposed quarry site is required to test the quality of the quartzite overlying sandstone at depth and to define reserves.

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About this record

Record No rb7700009
Topic Geoscientific Information
Type of Resource Document
Category Type
Document Type Departmental Publication - Geological Survey Geoscience Publication
Contributor
Sponsor
Tenement
Tenement Holder
Operator
Geological Province
    Mine Name
    Stratigraphy
    Commodity
    Notes
    Geographic Locality: Redcliff;Mount Grainger;Hd Winninowie, secn 12, secn 18, secn 99, secn 100;Hd Winninowie, secn 101, secn 102, secn 103, secn 104;Hd Winninowie, secn 105, secn 134
    Doc No: RB 77/00009

    Geographic Locality: Redcliff;Mount Grainger;Hd Winninowie, secn 12, secn 18, secn 99, secn 100;Hd Winninowie, secn 101, secn 102, secn 103, secn 104;Hd Winninowie, secn 105, secn 134 Doc No: RB 77/00009

    Language English
    Metadata Standard ISO 19115-3

    Citations

    Use constraints License
    License Creative Commons Attribution 4.0
    Persistent identifier https://pid.sarig.sa.gov.au/document/rb7700009
    Citation Reed, J.A. 1977. RB 77/00009 Construction materials investigation Redcliff petrochemical site, sections 12, 18, 99, 100, 101, 102, 103, 104, 102, 134 Hd Winninowie, Co. Frome. Departmental Publication - Geological Survey Geoscience Publication. Government of South Australia.
    https://pid.sarig.sa.gov.au/document/rb7700009

    Technical information

    Status
    Maintenance and Update Frequency
    Geographic Reference GDA2020 (EPSG:7844)
    Geo bounding box {"type":"Polygon","coordinates":[[[137.5,-32.5],[138,-32.5],[138,-32],[137.5,-32],[137.5,-32.5]]]}
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