[Seite 1]
Höhenbezug:
Registriernummer:
Maßstab:
Gezeichnet: Lübeck
5 niDOeG
CPT 2(05)
CPT 1(05)
- 56,12 m + 56,14 m Spitzendruck in MN/m² Mantelreibung in MN/m² Reibungsverhältnis in % Spitzendruck in MN/m² Mantelreibung in MN/m² Reibungsverhältnis in %
B 1(05) B 1(07) B 2(07) B 2(05)
0 10 20 30 0,0 0,2 0,4 0 1 2 3 4 5 6 7 8 9 10 0 10 20 30 0,0 0,2 0,4 0 1 2 3 4 5 6 7 8 9 10 56,00 + 56,13 + 56,10 + 56,12 + 56,14 56,00 0,00 0,12 m Asphaltbetonschicht bis -0,09 m Asphaltbetonschicht 0,00 0,20 m Asphalttragschicht, + DPH 8a(07) bis -0,21 m Asphaltbetonschicht 0,00 0,20 m Asphalttragschicht, + 0,00 0,23 m Asphaltbetonschicht 55,00 0,12 ( 0 b ,1 is 8 + m 56 G ,0 r 1 o ) ßpflaster 1,0 b b i i s s - - 0 0 , , 2 6 8 0 m m G Au ro ff ß ü p llu fla n s g t , e K r ies, sandig, 0,20 ( 0 b ,2 is 0 + m 55 G ,9 r 0 o ) ßpflaster [SE] + 52,35 1,0 b b i i s s - - 0 0 , , 3 6 4 5 m m G Au ro ff ß ü p llu fla n s g t , e K r ies, sandig, 0,20 ( 0 b ,2 is 0 + m 55 G ,9 r 2 o ) ßpflaster [SE-SU] 0,23 ( 0 b ,2 is 0 + m 55 G ,9 r 1 o ) ßpflaster, (20x20) 55,00 54,00 0,30 ( 0 b ,2 is 0 + m 55 A ,8 , 3 S ) , g, x', + 2,0 schwach steinig 0,40 ( 0 b ,8 is 0 + m 55 , A 7 / 0 S ) , g, x, Asphaltreste, gr, + DPH 7w(07) 2,0 schwach steinig 0,40 ( 0 b ,8 is 0 + m 55 , A 7 / 2 S ) , g, u', dbn, + [SE] 0,43 ( 2 b ,0 is 7 + m 55 , A 7 / 1 m ) S, gs, fg', wenig Ziegelreste, einzelne gG, bn, + [SE] 54,00 (bis +55,63) (bis +54,90) drehbar (bis +54,92) (bis +53,64) 53,00 0,50 0 (b ,2 is 0 + m 55 A ,4 , 3 X ) , S, Feldsteine [SE] 3,0 1,20 3,30 m A/ mS, fs-fs¯, hbn, + [SE] 0 1 S 0 chläge/10 cm 20 30 + 51,55 Schläge/10 cm drehbar 3,0 1,20 1 (b ,0 is 0 + m 53 , A 9 / 2 m ) S, fs, gs', hbn, + [SE] 2,50 53,00 5 5 2 1 , , 0 0 0 0 4 [2 ,6 8 0 .1 m 0.05] 0 4 , , 7 0 0 0 3 ( 2 b , , 3 2 is 0 0 + m m 52 , A A 1 / / 3 f m ) S S -m , f S s , , h g b ', n x , ' , + hbn, + [SE] 4 5 , , 0 0 b (S is a - n 6 d , , 2 e 0 n g m g e M s i t t u te ft ls ) and, Auffüllung, SE 4 0 , 1 5 . 0 1 1 m .07 4,50 (bis +51,60) 1,0 L 0 10 20 30 L 4 5 , , 0 0 b A i u s f f - ü 5 l , l 9 u 0 n g m , S F E e ( in S s a a n n d d , e - n M g i g tt e e s ls t a u n ft d ) , 4 2 4 , 9 , 2 8 . 0 1 5 0 m m .07 2 4 , , 2 2 0 0 2 ( 1 ( b b , , 0 0 i i s s 0 0 + + m m 5 5 1 0 , , A A 9 9 / / 2 2 f m ) ) S S -m , f S s , , h fg b ', n b , n + [SE] 4 [2 ,6 7 0 .1 m 0.05] 3 (b ,4 is 0 + m 50 , A 2 / 4 f ) S-mS, g', an Basis Ziegelreste, hbn-grbn, + [SE] 5 5 2 1 , , 0 0 0 0 5 4 0 9 , , 0 0 0 0 6,20 ( 0 ( b b ,9 i i s s 0 + + m 4 4 9 9 m , , 9 0 S 3 3 , ) ) fs, g', (G = kt), hgrbn, + SE 6 7 , , 0 0 b e i n s g - g 7 e ,4 s 0 tu f m t) Mittelsand, SE (Sand, 4 0 , 6 9 . 0 1 1 m .07 6,50 2 (b ,0 is 0 + m 49 , A 6 / 0 m ) S, fs, fg', bn, + [SE] 2 3 , , 0 0 L L 1 2 , , 0 0 L L 6 7 , , 0 0 01.11.07 5,20 2 (b ,3 is 0 + m 48 m ,6 S 2 , ) fs, gr, + SE 5,90 1 (b ,2 is 0 + m 49 m ,0 S 4 , ) fs, fg', gr, + SE 5 4 0 9 , , 0 0 0 0 4 4 4 8 7 6 , , , 0 0 0 0 0 0 8 8 , , 4 6 0 0 G G P P 7 8 8 9 , , , , 1 2 5 7 0 0 0 0 1 ( 0 ( 1 ( 0 b b b , , , , 1 3 2 2 i i i s s s 0 0 0 0 + + + m m m m 4 4 4 7 7 6 m F H F , , , 9 6 4 , , , S 3 3 3 u H s , ) ) ) , ' o , f P s l w z , f - l e g a u n s n n i ' z g , d e h H n P g o r r f e b l l a z s n - n t , e z u + , e n g n d r r b e P n s fl , t a e + n , + z w e e n g re r, s + te + , sw, + S F H F E Z 10 8 9 , , , 0 0 0 b ( b ( b ( F T F i i i s s s a o a u r u - - - f 8 9 9 l l e s s , , , , 2 0 5 c c z h h 0 0 0 e l l a a r m m m m s m e m m M T M tz o ) ) u u t r ) d d f, d d s e e a , , n s s d c c i h h g l l , u u w f f f f i i e g g i , , c h w w , e e H i i c c Z h h , , F F 8 9 , , 5 3 0 0 2 ( 0 ( 0 ( b b b , , , 0 8 2 i i i s s s 0 0 0 + + + m m m 4 4 4 7 6 6 m m H , , , 6 8 6 , S S 0 0 0 f , , s ) ) ) f f ', s s s - , f w o s¯ , , P f f g la ', n h z g e r n b r n e , s + te, torfig, gr-sw, + S O H E Z H 4 5 6 , , , 0 0 0 L L L 3 4 5 , , , 0 0 0 L L L 10 8 9 , , , 0 0 0 b e b i n i s s g - - g 9 1 e , 0 7 s , 0 7 tu 0 f m t ) m M M itt u e d ls d a e n , d s , c S hl E u f ( f S ig a , n w d e , ich, F 7,50 3 (b ,0 is 0 + m 45 m ,6 S 2 - ) gS, fg¯, mg, Holzreste, gr, + SE-SI 7 8 , , 1 1 0 0 1 ( 2 ( b b , , 0 3 i i s s 0 0 + + m m 4 4 8 5 m m , , 0 7 S S 4 4 , , ) ) f f s s ' ' , , g g s s ' ' , , g g ' ' , , g M r u , s + chelreste, gr, + S S E E 4 4 4 8 7 6 , , , 0 0 0 0 0 0 4 4 5 4 , , 0 0 0 0 11,80 GP 9,90 ( 2 ( b b ,4 i i s s 0 + + m 4 4 6 3 f , , S 2 8 - 3 3 m ) ) S, gs', u', grbn, ++ SU 1 1 1 2 , , 0 0 9,50 4,50 m mS, fs¯, grbn, + SE 7 8 , , 0 0 M M 6 7 , , 0 0 M M 1 1 1 2 , , 0 0 ( b ( b F T i i s s a o u r - - f 1 1 l e s 1 2 , c , , z h 4 9 e l 0 0 a r m s m m e m t z T M ) t o ) u r d f, d s e a , n s d c i h g l , u w ffi e g i , c h w , e H ic Z h, F 1 G 1 1 1 P , , 0 5 (K 0 0 V U ,w P , 1 w ( l, 3 w 0 p S .V c g h l l ü .) h) 1 1 0 0 , , 5 7 0 0 0 ( 2 b , , 2 3 is 0 0 + m m 45 F F ,4 ; ; 2 U U ) , , t t , , o o , , f f s s ' ' , , H gr o , l + zreste, gr, + F OU-OT 1 1 1 2 , , 6 3 0 0 U G P P (9 Schl.) 1 1 0 1 , , 4 1 0 0 0 ( 1 ( b b , , 7 0 i i s s 0 0 + + m m 4 4 5 4 F H , , 0 0 , , 4 4 u fs ) ) , , K m a s lk , a d b b la n gerungen, gr-grbn, ++ F HZ 4 4 5 4 , , 0 0 0 0 43,00 1 1 2 3 , , 3 0 0 0 0 (b ,7 is 0 + m 43 m ,1 S 3 , ) fs, grbn, ++ SE 13,0 b (S is a - n 1 d 6 , , e 2 n 0 g g m e s F t e u i f n t) sand - Mittelsand, SE (bis +42,10) 9,0 M M 8 9 , , 0 0 M 13,0 (Faulschlamm) 13,00 (bis +43,12) 1 1 2 2 , , 1 6 0 0 0 ( 1 b , , 5 6 is 0 0 + m m 43 F m ,5 , S 4 u , ) , g h s g , r f b s n ', , g + , + (scharf), gr, + F SE 43,00 10,0 4 4 2 1 , , 0 0 0 0 2 (b ,4 is 0 + m 40 f , S 7 , 3 m ) s, hgrbn, + SE 1 1 4 5 , , 0 0 14,00 2,50 m fS, ms', u', grbn, + 11,0 S 10,0 S S 1 1 4 5 , , 0 0 3 (b ,0 is 0 + m 40 f , S 1 , 2 m ) s, gr, + SE 14,20 (bis +41,94) 4 4 2 1 , , 0 0 0 0 15,80 GP 15,40 (bis +39,60) SE-SU 12,0 s 11,0 15,50 GP 4 3 0 9 , , 0 0 0 0 2 (b ,5 is 0 + m 38 f , S 2 , 3 m ) s, u-u', (U-Band 15,50-15,60 m), gr, + SU*, SU 1 1 6 7 , , 0 0 b la is g e -1 n 7 w , e 3 i 0 s e m s c F h e w in a s c a h n s d c , h s lu ch ff l i u g f , f i S g U , * 16,50 13,0 S 12,0 S s 1 1 6 7 , , 0 0 b e i n s g - g 2 e 0 s ,0 tu 0 f t ) m Mittelsand, SE (Sand, 16,00 4 (b ,4 is 0 + m 37 f , S 5 - 4 m ) S, gs', gr, + SE 4 3 0 9 , , 0 0 0 0 38,00 17,90 18,0 ( s S c a h n lu d ff , i g s ) tark schluffig), SU (Sand, 18,20 GP (w) 14,0 S 13,0 S 18,0 3 (b ,0 is 0 + m 37 f , S 1 - 2 m ) S, gr, + SE 38,00 4,10 m Mg; U, t', s, g', lagenweise t, gr S 14,0 SU*-ST*, TL 15,0 37,00 1 S 9 c , h 7 l. 0 ) UP(20 19,0 (bis +35,50) Endteufe: 15,00 m 15,0 S 19,0 19,00 18,60 1 (b ,2 is 0 + m 36 f , S 3 - 4 m ) S, gr, ++ SE 37,00 36,00 20,0 Endteufe: 15,00 m 20,0 2,00 m fS-mS, u', gr, + SE-SU 19,80 36,00 (bis +35,12) 35,00 21,0 20,60 21,0 35,00 21,00 34,00 8,60 m Mg, U, t', s¯, g, gr, ++ 22,0 22,0 bis -25,00 m Geschiebemergel, Schluff, 34,00 33,00 23,20 GP (bis +29,63) SU*-ST* 23,0 b se is h - r 2 s 9 c , h 0 w 0 a m ch G to e n s i c g h , i s e t b a e rk m s e a rg n e d l i , g S , s c t h e lu if ff, 23,0 s b b e i i s s h w S r s T e c i * c h ( h w S , a a S c n U h d * , t o ( s S n ta a ig r n k , d s t , o t a s n t r i a k g r ) s k a s n c d h i l g u , f f s ig te ) if 22,70 GP (w) 3 (b ,0 is 0 + m 32 M ,1 g 2 ; ) U, t', s¯, g, gr, ++ SU*-ST*, TL 5 (b ,2 is 0 + m 31 f , S 1 , 4 m ) s¯, gs', u', gr, + SE-SU 33,00 32,00 24,0 b b i i s s w ST ei * c ( h S , a S n U d * , ( s S ta a r n k d t , o s n t i a g r ) k schluffig) 24,0 24,00 23,80 GP 32,00 31,00 25,0 25,0 31,00 25,30 UP1 (40 Schl.) 9 (b ,4 is 0 + m 26 M ,1 g 0 ; ) U, t', s, g, gr, ++ SU*-ST* Endteufe: 25,04 m 2255,,0000 30,00 26,0 30,00
29,00 2266,,5500 27,0 29,00
28,00 28,0 27,90 GP (w) 28,00 28,30 UP2 (30 Schl.) 8,80 m Mg; U, t', s¯, g, gr, ++ ST*-TL (bis +23,32) 27,00 29,0 27,00 bis -29,92 m Sand, kiesig, steinig 26,00 Endteufe: 29,92 m 26,00 30,00
25,00 25,00
24,00 4,50 m Mg; U, t', s¯, g, lagenweise S, u¯, Sandlagen 0,20-0,50 m, gr, ++ SU*-ST* (bis +21,60)
23,00 32,80 Landesbetrieb Straßenwesen Brandenburg - NL Ost, Nebensitz Eberswalde
2,20 m Mg; U, t', s¯, g, Sandlagen bis 0,20 m, dgr, ++ 22,00 SU*-ST*
(bis +21,12) B 109, Templin Aufschlussprofile
21,00 34,50 0 (b ,5 is 0 + m 21 M ,1 g 0 ; ) U, t', s¯, g, lagenweise S, u, Sandlagen bis 0,20 m, dgr, ++ SU*-ST* 3355,,0000 Ersatzneubau Brücke über den Verbindungskanal Fährkrug Brückenbauwerk
Ergänzende Untersuchungen Tiefgründung Bauwerk und
3355,,0000
Böschungsaufsteilung im nordöstlichen Rampenbereich
müNHN Anlage 2, Blatt 1
3 - 035/07 Sauerbruchstr. 12, 14482 Potsdam Tel: 0331/7496 120; Fax: 0331/7496 390 Mobil: 0178/7476508 1 : 150 e-mail: baugrund@gba-gmbh.de http://www.gba-gmbh.de 11/2007
(1,379 x 0,297 = 0,41 m²)