TP1A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 01Sheet 1 of 1
HOLE No: TH 01Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.51
0.00
0.86
Slightly moist, dark blackish grey, very loose, intact, silty fine grainedSAND with occasional sandstone boulders, rootlets: Colluvial.
Light grey mottled yellow brown, moderately weathered, fractured,medium hard to hard rock, fine grained, slightly oxidized, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP1A 0--0.51m.
4) Photo.
5) Ease of Excavation: Hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'07.8''S25d28'17.7''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 01HOLE No: TH 01
1.43m
TP02A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 02Sheet 1 of 1
HOLE No: TH 02Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.32
0.00
0.75
1.31
1.63
Slightly moist, light grey, very loose, intact, silty fine grained SAND,rootlets: Colluvial.
Slightly moist, brown, loose to medium dense, intact, fine grained SANDwith abundant rounded and angular pebbles and cobbles, rock fragments:Fluvial.
Red brown mottled cream, completely to highly weathered, fractured, verysoft to soft rock, oxidized, fine grained, sandy, SANDSTONE: PeninsulaFormation.
Light grey mottled cream, highly to moderately weathered, bedded,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) Water table @ 1.43m.
3) Sample taken from TP02A 0.32--0.75m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
7) Water seepage into bottom of trial pit.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'16.6''S25d28'15.2''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 02HOLE No: TH 02
TP3A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 03Sheet 1 of 1
HOLE No: TH 03Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.39
0.00
0.94
2.12
Slightly moist, dark blackish grey, very loose to loose, intact, silty finegrained SAND with occasional pebbles and bricks, rootlets: Fill.
Dry, light grey, loose, intact, slightly silty fine grained SAND with plastic,pebbles and bricks: Fill.
Light grey mottled yellowish brown, highly to moderately weathered,bedded, fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP3A 0.94--2.12m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'24.8''S25d28'12.5''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 03HOLE No: TH 03
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 04Sheet 1 of 1
HOLE No: TH 04Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.26
0.00
0.85
Dry, dark grey, loose to medium dense, intact, silty fine grained SANDwith abundant cobbles and boulders, rootlets: Colluvial.
Yellow brown mottled cream, highly to moderately weathered, bedded,fractured, soft to medium hard rock, fine grained, oxidized, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'35.8''S25d28'03.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 04HOLE No: TH 04
TP05A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 05Sheet 1 of 1
HOLE No: TH 05Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.19
0.00
0.56
0.87
1.06
1.15
Dry, light brownish grey, very loose, intact, silty fine grained SAND,rootlets: Fluvial.
Slightly moist, light yellowish brown, loose, intact, medium to fine grainedSAND, rootlets: Fluvial.
Dry, red brown mottled yellow brown, medium dense, intact, sandyGRAVEL with abundant pebbles and rock fragments, completelyweathered sandstone: Residual.
Dark yellow brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.
Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP05A 0.19--0.56m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'45.5''S25d27'56.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 05HOLE No: TH 05
TP06A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 06Sheet 1 of 1
HOLE No: TH 06Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.62
0.00
1.13
1.37
Slightly moist, dark grey, very loose, intact, silty fine grained SAND,rootlets: Fluvial.
Reddish brown mottled grey, completely to highly weathered, very soft tosoft rock, fine grained, quartzitic fragments, honeycomb ferricrete,oxidized, SANDSTONE: Peninsula Formation.
yellowish brown mottled grey, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP06A 0.62--1.13m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'56.8''S25d27'51.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 06HOLE No: TH 06
TP07A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 07Sheet 1 of 1
HOLE No: TH 07Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.38
0.00
1.08
2.54
2.88
Dry, dark grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.
Dry, light cream brown, loose, intact, medium to fine grained SAND:Fluvial.
Slightly moist, yellow brown, loose, intact, medium to fine grained SANDwith sandstone pebbles, completely weathered sandstone: Residual.
Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, medium to fine grained, oxidized, SANDSTONE:Peninsula Formation.
Scale1:15
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP07A 0.38--1.08m.
4) Photo.
5) Ease of Excavation: Soft to medium.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d57'05.5''S25d27'49.5''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 07HOLE No: TH 07
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 08Sheet 1 of 1
HOLE No: TH 08Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.07
0.00
0.25
Dry, light grey, very loose, intact, slightly silty fine grained SAND withabundant sandstone and quartzitic pebbles: Colluvial.
Reddish brown mottled grey, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d57'14.9''S25d27'49.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 08HOLE No: TH 08
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 09Sheet 1 of 1
HOLE No: TH 09Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.17
0.00
0.63
Dry, blackish grey, very loose, intact, slightly silty fine grained SAND withoccasional pebbles, rootlets: Fluvial.
Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'52.7''S25d27'36.5''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 09HOLE No: TH 09
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 10Sheet 1 of 1
HOLE No: TH 10Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.06
0.00
0.31
0.57
0.85
Dry, dark grey, loose, intact, silty fine grained SAND with abundantpebbles: Colluvial.
Dry, greyish brown, loose, intact, gravelly medium to fine grained SANDwith abundant pebbles, cobbles and sandstone rock fragments: Residual.
Dark yellow brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.
Greyish cream, highly to moderately weathered, fractured, soft to mediumhard rock, medium to fine grained, oxidized, SANDSTONE: PeninsulaFormation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:15..C:\DOTPLOT\40830E~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'45.3''S25d28'23.3''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 10HOLE No: TH 10
TP11A
TP11B
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 11Sheet 1 of 1
HOLE No: TH 11Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.11
0.00
0.67
1.32
1.89
Dry, light grey, very loose, intact, silty fine grained SAND with occasionalpebbles: Colluvial.
Dry, Light yellow-brown with grey mottles, , loose, intact, SAND withoccassional pebbles and cobbles: Fluvial.
Slightly moist, dark grey, loose, intact, silty fine grained SAND withoccasional sandstone rock fragments: Fluvial.
Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP11A 0.11--0.67m and TP11B 0.67--1.32m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'49.9''S25d28'13.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 11HOLE No: TH 11
TP12A
TP12B
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 12Sheet 1 of 1
HOLE No: TH 12Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.15
0.00
0.55
1.15
2.48
2.95
Dry to slightly moist, light grey, very loose, intact, silty fine grained SANDwith occasional pebbles, rootlets: Fluvial.
Slightly moist, brown, loose, intact, medium to fine grained SAND with fewrounded pebbles, rootlets: Fluvial.
Dry, reddish brown mottled brown, FERRICRETE nodules and pebbles ina sandy matrix, sandstone fragments, completely weathered sandstone:Pedogenic.
Yellow brown mottled red brown, completely weathered, very soft rock,clayey, fine grained SANDSTONE: Peninsula Formation.
Light orange brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.
Scale1:15
NOTES
1) No refusal.
2) No water table.
3) Sample taken from TP12A 0.55--1.15m and TP12B 1.15--2.48m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 20 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'46.4''S25d28'11.4''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 12HOLE No: TH 12
TP13A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 13Sheet 1 of 1
HOLE No: TH 13Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.31
0.00
0.57
1.12
1.83
2.08
Dry, light grey, very loose, intact, silty fine grained SAND, rootlets andoccasional pebbles and gravel: Fluvial.
Slightly moist, light brown, loose, intact, medium to fine grained SANDwith occasional angular pebbles: Fluvial.
Dry, red brown mottled brown, medium dense, intact, FERRICRETEnodules in a sandy matrix with sandstone fragments, weatheredsandstone: Pedogenic.
Orange brown, completely weathered, very soft rock, fine grained, clayey,muddy, SANDSTONE: Peninsula Formation.
Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP13A 0.31--0.57m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'49.1''S25d28'10.4''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 13HOLE No: TH 13
TP14A
TP14B
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 14Sheet 1 of 1
HOLE No: TH 14Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.29
0.00
0.66
0.87
1.62
Dry, light grey, fine grained SAND with abundant pebbles and sandstonecobbles: Colluvial.
Dry, reddish brown mottled brown, loose to medium dense, intact, sandyGRAVEL with abundant pebbles and rock fragments: Residual.
Yellow brown, completely weathered, very soft rock, fine grained, clayey,SANDSTONE: Peninsula Formation.
Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP14A 0.29--0.66m and TP14B 0.87--1.62m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'51.0''S25d28'07.5''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 14HOLE No: TH 14
TP15A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 15Sheet 1 of 1
HOLE No: TH 15Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.12
0.00
0.34
0.81
1.12
Dry, dark grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.
Slightly moist, brown, very loose, intact, medium to fine grained SAND,rootlets: Fluvial.
Dry, light grey brown, medium dense, intact, fine grained SAND: Fluvial.
Dry, reddish brown, medium dense to dense, intact, honeycombFERRICRETE, weathered sandstone matrix, rock fragments: Pedogenic.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP15A 0.34--0.81m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'45.9''S25d28'02.3''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 15HOLE No: TH 15
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 16Sheet 1 of 1
HOLE No: TH 16Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.12
0.00
0.45
0.69
Dry, light grey, very loose, intact, slightly silty medium to fine grainedSAND with pebbles, rootlets: Fluvial.
Slightly moist, dark brown, loose, intact, medium to fine grained SANDwith sandstone rock fragments: Fluvial.
Reddish brown mottled grey, moderately weathered, fractured, mediumhard to hard rock, medium to fine grained, oxidized, quartzitic,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'45.1''S25d28'04.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 16HOLE No: TH 16
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 17Sheet 1 of 1
HOLE No: TH 17Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.13
0.00
0.74
Dry, light grey, loose, intact, silty fine grained SAND with rounded andangular pebbles, rootlets: Colluvial.
Red brown mottled grey, highly to moderately weathered, highly fractured,medium hard rock, medium to fine grained, quartzitic, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d57'20.6''S25d27'50.7''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 17HOLE No: TH 17
TP18A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 18Sheet 1 of 1
HOLE No: TH 18Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.13
0.00
0.37
0.86
Dry, light grey, very loose, intact, silty fine grained SAND with occasionalpebbles, rootlets: Fluvial.
Slightly moist, dark brown, loose, intact, medium to fine grained SAND,rootlets: Fluvial.
Dry, red brown mottled cream, medium dense, intact, honeycombFERRICRETE, weathered sandstone matrix, pebbles and rock fragments:Pedogenic.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP18A 0.13--0.37m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'47.2''S25d28'03.4''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 18HOLE No: TH 18
TP19A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 19Sheet 1 of 1
HOLE No: TH 19Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.23
0.00
0.34
0.59
0.78
1.46
Dry, light brownish grey, very loose, intact, silty fine grained SAND withfew pebbles, rootlets: Fluvial.
Dry, light brown, loose, intact, fine grained SAND with abundant roundedand angular pebbles: Fluvial.
Dry, red brown mottled brown, sandy GRAVEL with abundant pebblesand rock fragments, completely weathered sandstone: PeninsulaFormation.
Dark yellow brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.
Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP19A 0.34--0.59m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'48.3''S25d27'54.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 19HOLE No: TH 19
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 20Sheet 1 of 1
HOLE No: TH 20Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.12
0.00
0.49
Slightly moist, light grey, loose, intact, silty fine grained SAND withabundant pebbles and cobbles, rootlets: Residual.
Light brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
19/04/201014/05/10 09:16..C:\DOTPLOT\4016CA~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'56.6''S25d28'00.1''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 20HOLE No: TH 20
TP21A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 21Sheet 1 of 1
HOLE No: TH 21Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.35
0.00
0.48
0.64
0.94
Slightly moist, dark grey, very loose, intact, silty fine grained SAND withfew pebbles, rootlets: Fluvial.
Dry, light grey, very loose to loose, intact, silty fine grained SAND: Fluvial.
Dry, light grey mottled brown, loose to medium dense, intact, GRAVELYSANDY SILT with abundant pebbles and rock fragments, completelyweathered sandstone: Residual.
Cream mottled reddish brown, highly to moderately weathered, fractured,soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP21A 0.48--0.64m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'49.1''S25d27'35.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 21HOLE No: TH 21
TP22A
TP22B
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 22Sheet 1 of 1
HOLE No: TH 22Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.09
0.00
0.38
0.86
1.83
2.67
Dry, blackish grey, very loose, intact, silty fine grained SAND with pebblesand rock fragments, rootlets: Colluvial.
Dry, yellowish brown, loose, intact, medium to fine grained SAND,pebbles, rootlets: Fluvial.
Dry, light grey, loose to medium dense with depth, intact, fine grainedSAND with few pebbles: Fluvial.
Yellow brown mottled dark grey, completely weathered, very soft rock,fine grained, clayey, muddy, SANDSTONE: Peninsula Formation.
Cream brown mottled grey, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.
Scale1:15
NOTES
1) Near-refusal.
2) No water table.
3) Samples taken from TP22A 0.38--0.86m and TP22B 0.86--1.83m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'59.4''S25d27'52.4''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 22HOLE No: TH 22
TP23A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 23Sheet 1 of 1
HOLE No: TH 23Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.42
0.00
0.92
1.22
Dry, light grey, very loose, intact, silty fine grained SAND with rootlets:Fluvial.
Yellow brown, completely weathered, very soft rock, fine grained, muddy,SANDSTONE: Peninsula Formation.
Yellowish brown mottled grey red, highly to moderately weathered,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP23A 0--0.42m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'51.6''S25d27'48.2''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 23HOLE No: TH 23
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 24Sheet 1 of 1
HOLE No: TH 24Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.30
0.00
0.54
1.65
Dry, light grey, very loose, intact, silty fine grained SAND with fewpebbles, rootlets: Fluvial.
Dry, dark grey brown, medium dense, intact, sandstone PEBBLES andCOBBLES in a sandy matrix, rock fragments: Residual.
Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'51.6''S25d28'00.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 24HOLE No: TH 24
TP25A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 25Sheet 1 of 1
HOLE No: TH 25Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.11
0.00
0.38
0.61
0.77
Dry to slightly moist, dark blackish grey, very loose, intact, silty finegrained SAND, rootlets: Fluvial.
Slightly moist, dark grey, loose to medium dense, intact, slightly silty finegrained SAND, rootlets: Fluvial.
Reddish brown mottled grey, completely to highly weathered, very soft tosoft rock, ferricrete nodules, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.
Light yellow brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, fine grained, SANDSTONE:Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP25A 0.11--0.38m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d57'14.0''S25d28'13.9''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 25HOLE No: TH 25
TP26A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 26Sheet 1 of 1
HOLE No: TH 26Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.08
0.00
0.56
1.01
1.47
Slightly moist, dark brownish grey, very loose to loose, intact, gravelly finegrained SAND with occasional pebbles, rootlets: Colluvial.
Dry, reddish brown, loose to medium dense, intact, sandy GRAVEL withferricrete nodules and rock fragments, completely weathered sandstone:Residual.
Yellowish brown, completely to highly weathered, highly fractured, softrock, fine grained, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.
Cream mottled grey, moderately weathered, highly fractured, mediumhard to hard rock, medium to fine grained, quartzitic, SANDSTONE:Peninsula Formation
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP26A 0.08--0.56m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'34.9''S25d28'10.8''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 26HOLE No: TH 26
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 27Sheet 1 of 1
HOLE No: TH 27Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.41
0.00
0.52
1.15
1.45
Slightly moist, dark grey, very loose, intact, silty fine grained SAND,rootlets: Colluvial.
Dry, dark brown grey, medium dense, intact, rounded PEBBLES andCOBBLES in a silty fine grained matrix, rootlets: Fluvial.
Light yellow brown, completely to highly weathered, highly fractured, softrock, fine grained, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.
Light grey mottled yellow brown, moderately weathered, highly fractured,medium hard to hard rock, medium to fine grained, quartzitic,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:16..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'08.1''S25d28'14.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 27HOLE No: TH 27
TP28A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 28Sheet 1 of 1
HOLE No: TH 28Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.28
0.00
1.37
1.87
Dry, blackish grey, loose, intact, silty fine grained SAND with pebbles,concrete bricks and rock fragments: Fill.
Dry, red brown, medium dense, intact, gravelly FERRICRETE, weatheredsandstone matrix, rock fragments: Pedogenic.
Grey mottled yellow brown, moderately weathered, highly fractured,medium hard to hard rock, medium to fine grained, quartzitic,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP28A 0.28--1.37m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'32.0''S25d28'12.5''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 28HOLE No: TH 28
TP29A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 29Sheet 1 of 1
HOLE No: TH 29Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.36
0.00
0.91
1.72
2.03
Dry, light grey, very loose, intact, silty fine grained SAND: Fluvial.
Dry to slightly moist, light cream brown, very loose, intact, medium to finegrained SAND: Fluvial.
Yellow brown, completely to highly weathered, highly fractured, soft rock,fine grained, quartzitic, oxidized, SANDSTONE: Peninsula Formation.
Grey mottled yellow brown, moderately weathered, highly fractured,medium hard to hard rock, medium to fine grained, quartzitic,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP29A 0.36--0.91m.
4) Photo.
5) Ease of Excavation: Soft to hard
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40161F~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'31.4''S25d28'04.7''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 29HOLE No: TH 29
TP30A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 30Sheet 1 of 1
HOLE No: TH 30Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.31
0.00
1.39
2.07
Dry, blackish grey, very loose, intact, silty fine grained SAND, rootlets:Fluvial.
Dry to slightly moist, light cream brown, very loose to loose with depth,intact, medium to fine grained SAND: Fluvial.
Yellow brown mottled grey, highly to moderately weathered, bedded,fractured, soft to medium hard rock, fine grained, SANDSTONE with lensof mudstone: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP30A 1.39--2.07m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'33.8''S25d27'58.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 30HOLE No: TH 30
TP32A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 32Sheet 1 of 1
HOLE No: TH 32Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.38
0.00
0.88
Dry, dark greyish brown, loose, intact, silty gravelly SAND with pebbles,plastic bricks and rock fragments, rootlets: Fill.
Dry, yellowish red brown, medium dense to dense, intact, honeycombFERRICRETE with completely weathered sandstone matrix: Pedogenic.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP32A 0.38--0.88m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'32.9''S25d28'17.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 32HOLE No: TH 32
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 33Sheet 1 of 1
HOLE No: TH 33Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.15
0.00
0.33
0.82
Dry, light grey, very loose, intact, silty fine grained SAND with rootlets:Fluvial.
Slightly moist, dark brown, loose, intact, medium to fine grained SANDwith occasional gravel, rootlets: Fluvial.
Dry, reddish brown, medium dense to dense, intact, honeycombFERRICRETE, pebbles and rock fragments, oxidized, weatheredsandstone matrix: Pedogenic.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'29.0''S25d28'15.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 33HOLE No: TH 33
TP34A
TP34B
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 34Sheet 1 of 1
HOLE No: TH 34Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.09
0.00
0.95
1.13
1.45
Dry, light grey, very loose to looe, intact, silty fine grained SAND withoccasional pebbles, rootlets: Colluvial.
Dry, brown mottled red brown, medium dense to dense, intact,FERRICRETE nodules and pebbles in a sandy matrix, rock fragments,rootlets: Pedogenic.
Yellow brown mottled grey, completely weathered, very soft rock, clayey,SANDSTONE: Peninsula Formation.
Light cream grey, highly to moderately weathered, bedded, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP34A 0.09--0.95m and TP34B 0.95--1.13m.
4) Photo.
5) Ease of Excavation: Soft to hard
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'28.1''S25d28'02.9''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 34HOLE No: TH 34
TP35A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 35Sheet 1 of 1
HOLE No: TH 35Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.11
0.00
0.22
1.06
3.05
Dry, light yellow brown, loose, intact, gravelly SAND with pebbles andbricks, rootlets: Fill.
Dry, light brown grey, medium dense, intact, PEBBLES and COBBLES ina sandy matrix with bricks and plastic: Fill.
Dry, reddish brown, medium dense, intact, sandy GRAVEL with pebblesand quartzitic rock fragments, oxidized: Residual.
Light yellow brown mottled grey, highly weathered, highly fractured, verysoft to soft rock, fine grained, slightly oxidized, SANDSTONE: PeninsulaFormation.
Scale1:15
NOTES
1) No refusal.
2) No water table.
3) Sample taken from TP35A 0.22--1.06m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'27.8''S25d27'52.4''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 35HOLE No: TH 35
TP36A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 36Sheet 1 of 1
HOLE No: TH 36Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.21
0.00
1.17
1.65
Slightly moist, brownish grey, very loose, intact, silty fine grained SANDwith occasional pebbles, rootlets: Fluvial.
Light yellow brown, completely to highly weathered, highly fractured, softrock, fine grained, quartzitic, oxidized, SANDSTONE: PeninsulaFormation.
Light brown grey, moderately weathered, highly fractured, medium to hardrock, medium to fine grained, quartzitic, SANDSTONE: PeninsulaFormation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP36A 0.21--1.17m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'05.4''S25d28'21.7''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 36HOLE No: TH 36
TP37A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 37Sheet 1 of 1
HOLE No: TH 37Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.42
0.00
0.81
1.13
Dry, dark grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.
Dry, light yellow brown, loose, intact, medium to fine grained SAND,rootlets: Fluvial.
Red brown mottled grey, highly to moderately weathered, fractured, softto medium hard rock, fine grained, SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP37A 0.42--0.81m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d57'12.2''S25d27'52.8''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 37HOLE No: TH 37
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 38Sheet 1 of 1
HOLE No: TH 38Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.12
0.00
0.71
Dry, light brown, loose to medium dense, intact, silty fine grained SANDwith abundant angular and rounded sandstone cobbles, rootlets: Colluvial.
Reddish brown mottled grey, highly to moderately weathered, highlyfractured, bedded, medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) No sample taken.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 5 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d57'11.8''S25d27'44.6''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 38HOLE No: TH 38
TP39A
TP39B
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 39Sheet 1 of 1
HOLE No: TH 39Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.07
0.00
0.34
0.51
1.39
Dry, dark grey, very loose to loose, intact, gravelly silty fine grained SANDwith pebbles, rootlets: Colluvial.
Dry, dark brownish grey, loose to medium dense, intact, sandy GRAVELwith abundant pebbles and rock fragments, rootlets: Residual.
Dark yellowish brown, completely weathered, very soft rock, clayey, finegrained, SANDSTONE: Peninsula Formation.
Light orange brown mottled grey, highly to moderately weathered,fractured, soft to medium hard rock, medium to fine grained, oxidized,SANDSTONE: Peninsula Formation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP39A 0.34--0.51m and TP39B 0.51--1.39m.
4) Photo.
5) Ease of Excavation: Medium to hard.
6) Duration of Excavation: 10 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'39.4''S25d27'57.0''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 39HOLE No: TH 39
TP40A
BKS (PTY) LTDREDHOUSE CHELSEA ARTERIAL GEOTECHNICALINVESTIGATION
HOLE No: TH 40Sheet 1 of 1
HOLE No: TH 40Sheet 1 of 1
JOB NUMBER: 400359JOB NUMBER: 400359
0.21
0.00
0.50
0.83
1.17
Dry, light grey, very loose, intact, silty fine grained SAND, rootlets: Fluvial.
Dry, dark brown, loose, intact, medium to fine grained SAND with fewpebbles, rootlets: Fluvial.
Dry, brown, medium dense, intact, angular and rounded PEBBLES andCOBBLES in a sandy matrix, rock fragments, rootlets: Residual.
Yellow grey mottled red brown, highly to moderately weathered, fractured,soft to medium hard rock, fine grained, SANDSTONE: PeninsulaFormation.
Scale1:10
NOTES
1) Near-refusal.
2) No water table.
3) Sample taken from TP40A 0.50--0.83m.
4) Photo.
5) Ease of Excavation: Hard.
6) Duration of Excavation: 15 minutes.
CONTRACTOR :MACHINE :
DRILLED BY :PROFILED BY :
TYPE SET BY :SETUP FILE :
CASE 695 SUPER-R
D JEFFERYSM RICHARDSTP-TT-A4.SET
INCLINATION :DIAM :DATE :DATE :
DATE :TEXT :
14/04/201014/05/10 09:17..C:\DOTPLOT\40E4A2~1.TXT
ELEVATION :X-COORD :Y-COORD :
33d56'50.4''S25d27'56.2''E
dot.PLOT 5008 J&W D06C D48
HOLE No: TH 40HOLE No: TH 40