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1 COPYRIGHT NOTICE This getechnical lg and its assciated data (the Dcument) is licensed by the Queensland Department f Transprt and Main Rads under the Creative Cmmns Attributin 4.0 Licence (CC BY 4.0). When reusing the Dcument, in whle r in part, please attribute the Department as fllws: "(c) State f Queensland (Department f Transprt and Main Rads) 19, licensed under the CC BY 4.0 Licence". This licence des nt apply t the Queensland Gvernment lg r trademarks. LIMITATION OF LIABILITY The CC BY 4.0 Licence cntains a cmprehensive Disclaimer f Warranties and Limitatin f Liability. In additin, please nte that this Dcument was prepared fr Departmental use nly. Reuse f the Dcument by anyne fr any ther purpse culd result in errr and/r lss. Yu shuld btain prfessinal advice befre making decisins based n the cntents f the Dcument. When reprducing any part f this Dcument, yu must als reprduce this limitatin f liability ntice in additin t the italicised attributin statement abve. Retrieved frm the Queensland Getechnical Database

2 1 f 3 WALKERSTON BYPASS GEOTECHNICAL INVESTIGATION - BAKER'S CREEK BRIDGE N FG Silty CLAY (ALLUVIAL) Black, mist, sft S High plasticity; tree rts. (CH) Based n Driller's lgs nly Sandy Silty CLAY (ALLUVIAL) Brwn, mist, firm. 2 A High plasticity. (CH) 1,2,3 N=5; PP=106kPa QLD_DMR_LIB_01A.GLB Lg A_ W BAKERS FG5635- WALKERSTON BYPASS.GPJ <<DrawingFile>> Datgel CPT Tl gint Add-In 01/09/11 14: B C D E F G Clayey S (ALLUVIAL) Pale grey, mist, mainly medium dense t dense. COBBLES & GRAV Grey-brwn, wet, dense Large rck fragments (Pssible basal alluvial layer?) Intrusive, carse grained, massive, crystalline, acidic igneus rck XW: Generally ehibits the engineering prperties f grey, mist, very stiff t mainly hard, clayey sandy silt. (SC) XW 10,10,14 N=24 10,10,16 N=26 14,21,28 N=49 11,12,16 N=28 8,13,19 N=32 9,17,23 N=40 (c) State f Queensland (Department f Transprt and Main Rads) 19, CC BY 4.0. Please nte cpyright and limitatin f liability ntices n attached cver page.

3 2 f 3 WALKERSTON BYPASS GEOTECHNICAL INVESTIGATION - BAKER'S CREEK BRIDGE N FG H XW: (Cnt'd) ,14,16 N=30 S 11 J 7,10,14 N=24 XW 12 QLD_DMR_LIB_01A.GLB Lg A_ W BAKERS FG5635- WALKERSTON BYPASS.GPJ <<DrawingFile>> Datgel CPT Tl gint Add-In 01/09/11 14: K L M N O P HW: Grey, mist, very dense, silty gravelly silty sand. Becming gravelly 17.m. Becming very lw strength rck with depth. HW 10,16,25 N=41 10,16,26 N=42 14,16,27 N=43 13,,26 N=46 9,17, N=37 25,30/1mm N>50 Is(50) = 0.02MPa Is(50) = 0.07MPa (c) State f Queensland (Department f Transprt and Main Rads) 19, CC BY 4.0. Please nte cpyright and limitatin f liability ntices n attached cver page.

4 3 f 3 WALKERSTON BYPASS GEOTECHNICAL INVESTIGATION - BAKER'S CREEK BRIDGE N FG HW: (Cnt'd) HW S MW: Pale brwn t pale grey, mist, massive, carse grained, mainly lw t medium strength. MW Is(50) = 0.01MPa Is(50) = 0.15MPa Intact yet highly friable rck. Brehle terminated at 21.9m Is(50) = 1.74MPa Is(50) = 0.73MPa QLD_DMR_LIB_01A.GLB Lg A_ W BAKERS FG5635- WALKERSTON BYPASS.GPJ <<DrawingFile>> Datgel CPT Tl gint Add-In 01/09/11 14: (c) State f Queensland (Department f Transprt and Main Rads) 19, CC BY 4.0. Please nte cpyright and limitatin f liability ntices n attached cver page.

5 Prject: Walkerstn Bypass (Bakers Ck) Brehle N: Start Depth: 18.90m Finish Depth: m Prject N: FG5635 H N: F:GEOT043/1 (c) State f Queensland (Department f Transprt and Main Rads) 19, CC BY 4.0. Please nte cpyright and limitatin f liability ntices n attached cver page.