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1 OPYRIGHT NOTIE This geotechnical log and its associated data (the Document) is licensed by the Queensland Department of Transport and Main Roads under the reative ommons Attribution 4.0 Licence ( BY 4.0). hen reusing the Document, in whole or in part, please attribute the Department as follows: "(c) State of Queensland (Department of Transport and Main Roads) 2019, licensed under the BY 4.0 Licence". This licence does not apply to the Queensland Government logo or trademarks. LIMITATION OF LIABILITY The BY 4.0 Licence contains a comprehensive Disclaimer of arranties and Limitation of Liability. In addition, please note that this Document was prepared for Departmental use only. Reuse of the Document by anyone for any other purpose could result in error and/or loss. You should obtain professional advice before making decisions based on the contents of the Document. hen reproducing any part of this Document, you must also reproduce this limitation of liability notice in addition to the italicised attribution statement above. Retrieved from the Queensland Geotechnical Database
2 FOR TERMS Sheet 1 of 4 No FG6184 SURFAE RL 9.32m PLUNGE 90 DATE STARTED 28/06/2015 GRID DATUM GDA 94 / MGA Z55 SAMPLE Silty S (Alluvium) Grey brown, moist, loose. (SM) A S (Alluvium) Pale orange brown, dry, loose. Fine grained sand. Trace silt. 3, 3, 4 N=7 2 B 2.00m: silt content increasing (SP) 3, 3, 4 N=7 3 3, 2, 4 N= D S trace gravel (Alluvium) Pale orange grey, moist, medium dense. Fine to coarse grained sand, fine to medium grained gravel. 8, 13, 14 N=27 5 E 14, 15, 10 N=25 6 F 19, 11, 17 N=28 7 (SP) G 15, 11, 11 N=22 8 H 8.00m: Becomes dense. 11, 16, 24 N=40 9 I 7, 9, 24 N= on nued on next sheet LOGGED BY.Boyes REVIED BY S.Foley TMR - REATED ITH HOLEBASE SI (c) State of Queensland (Department of Transport and Main Roads) 2019, BY 4.0. Please note copyright and limitation of liability notices on attached cover page.
3 FOR TERMS Sheet 2 of 4 No FG6184 SURFAE RL 9.32m PLUNGE 90 DATE STARTED 28/06/2015 GRID DATUM GDA 94 / MGA Z55 11 JSAMPLE K Gravelly S with cobbles (Alluvium) Grey brown, wet, dense. Medium to coarse grained sand, fine to coarse grained gravel, subangular grains m: becomes coarse grained sand, with fine to medium grained gravel, subangular grains. (SP) 12, 16, 21 N=37 21, 23, 20 N= L M 11.90: fines content increasing. Sandy LAY (Alluvium) Pale grey, mo led orange, moist, s ff to very s ff. Fine grained sand, medium pals city. (I) 9, 3, 8 N=11 8, 8, 8 N= N O Silty S trace gravel (Alluvium) Pale orange grey, moist, medium dense. Fine to medium grained sand, medium grained gravel : Silt content decreasing (SM) 7, 11, 14 N=25 14, 15, 12 N= P Silty layey S trace gravel (Alluvium) Pale grey, mo led orange, moist, medium dense to dense. Medium to coarse grained sand, medium grained gravel. (S) 10, 9, 17 N= Q Sandy LAY with gravel (Alluvium) Pale, grey brown, moist, hard. Fine grained sand, medium grained gravel, high plas city. (H) 15, 16, 27 N= R S GRANODIORITE (Kgwu) H: Dark grey and grey, coarse grained, massive, very low strength. H 17, 22, 30/140 30/ on nued on next sheet LOGGED BY.Boyes REVIED BY S.Foley TMR - REATED ITH HOLEBASE SI (c) State of Queensland (Department of Transport and Main Roads) 2019, BY 4.0. Please note copyright and limitation of liability notices on attached cover page.
4 FOR TERMS Sheet 3 of 4 No FG6184 SURFAE RL 9.32m PLUNGE 90 DATE STARTED 28/06/2015 GRID DATUM GDA 94 / MGA Z55 SAMPLE T GRANODIORITE (Kgwu) H: Dark grey and grey, coarse grained, massive, very low to low strength. 30/95 hb 21 U 30/50 hb H 22 V 30/40 hb (0) LM V 23 VL E (71) LOSS LOSS GRANODIORITE (Kgwu) S: Pale red, dark grey and grey, coarse grained, massive, very high strength. Js: 10 to 20 ; (<1/m): Pl/Ro; D; n; M S MH E 23.95m: J: 20 ; Pl/Ro; D; n; 23.98m-23.99m: BZ; 24.04m-24.08m: BZ; 24.30m: DI Is(50)=10.00 MPa Is(50)=6.80 MPa US=41.30 MPa A (24.20m) D (24.35m) (24.58m) (99) MIRODIORITE (Kgwu) S: Grey, fine to medium grained, crystalline, massive, very high strength. Js: 30 to 60 ; (1/m): Pl/Sm; OP; n; Js: 0 to 30 ; (<1/m): Pl/Sm-Ro; OP; n; 24.98m: DI; 25.78m: DI; 25.80m-26.15m: Granodiorite band Is(50)=11.00 MPa Is(50)=4.20 MPa D (25.26m) A (25.66m) 27 VH Is(50)=8.00 MPa Is(50)=0.41 MPa D (27.20m) A (27.28m) S 28 (96) Is(50)=8.60 MPa Is(50)=8.20 MPa D (28.27m) A (28.39m) m: J: 10 ; Pl/Ro; A; Is(50)=9.10 MPa D (29.37m) on nued on next sheet US= MPa (29.67m) LOGGED BY REVIED BY.Boyes S.Foley TMR - REATED ITH HOLEBASE SI (c) State of Queensland (Department of Transport and Main Roads) 2019, BY 4.0. Please note copyright and limitation of liability notices on attached cover page.
5 FOR TERMS Sheet 4 of 4 No FG6184 SURFAE RL 9.32m PLUNGE 90 DATE STARTED 28/06/2015 GRID DATUM GDA 94 / MGA Z55 SAMPLE MIRODIORITE (Kgwu) S: (ont'd) Js: 20 to 30 ; (<2/m): Pl/Ro; D; o; Is(50)=13.00 MPa Is(50)=10.00 MPa D (30.50m) A (30.57m) m: becomes medium grained. Is(50)=11.00 MPa A (31.57m) S VH-EH 32.16m: J: 35 ; Pl/Ro; n, some A Vr 32.64m: A VN: 70 ; 32.68m: DI US= MPa (32.90m) Borehole completed at 33.92m M Is(50)=15.00 MPa Is(50)=9.80 MPa D (33.64m) A (33.75m) LOGGED BY.Boyes REVIED BY S.Foley TMR - REATED ITH HOLEBASE SI (c) State of Queensland (Department of Transport and Main Roads) 2019, BY 4.0. Please note copyright and limitation of liability notices on attached cover page.
6 PHOTO LOG DEPARTMENT OF TRANSPORT MAIN ROADS Geotechnical Section 35 Butterfield Street, Herston Qld 4006 Phone Project Name Mackay Ring Road (Stage 2) Project No. FG6184 Date 02/07/15 Borehole No. BH 262 TMR H No. Location Pioneer River Bridge Start Depth Detail Abutment B, centreline Finish Depth hainage Submitted By M.Ensor Remarks Page 1 GEOT043/2 (c) State of Queensland (Department of Transport and Main Roads) 2019, BY 4.0. Please note copyright and limitation of liability notices on attached cover page.
7 PHOTO LOG DEPARTMENT OF TRANSPORT MAIN ROADS Geotechnical Section 35 Butterfield Street, Herston Qld 4006 Phone Project Name Mackay Ring Road (Stage 2) Project No. FG6184 Date 02/07/15 Borehole No. BH 262 TMR H No. Location Pioneer River Bridge Start Depth Detail Abutment B, centreline Finish Depth hainage Submitted By M.Ensor Remarks Page 2 GEOT043/2 (c) State of Queensland (Department of Transport and Main Roads) 2019, BY 4.0. Please note copyright and limitation of liability notices on attached cover page.
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