HomeMy WebLinkAboutWTR2700673 (2) W 673 Grady Way Bridge
RAINED OIM[R
S/wEM411M TUTS SOIL *IAWAND UNDRAINED O1ME11
INTERPRETATION PENETRATION REPSTANU *NEAR STRENGIM 196111
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1
ASUMOANi SHELL MATERIAL.
S�
OCCASIONAL SHELL MATERIAL. TRACE 5-1]
ORGANICS.
*o
sD
CON. TRACE SHELL MATERIAL
5-It
BOTTOM OF l0RING to FEET. TO
BORING COMPLETED 412ei*1.
� 1
1
I• as as _l
10151'I I 1 1 18
10 10 100 0 IA 1• 18 .R
• NAIIw AI..",CON17N1 .) IaVI
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lNN Nalw01 \wV VO 1.w..6.M1
/10.1• A•I*
MNN CNnIM
BORING LOG S-6
SolL SIANDARL UNURAINED OTHER
SITERMETATIOM FEMETRAIIOM RESISTANCE SNUB STRENGTH TESTS
11r I.YM Mal,..IAnI
NTE
AIPAD1 NATI OR01Rp SWAG ELEVATION Y fig ZI DS O A BLOW S"A FOOT MSfI
1 t s Is Is so IN a Is IA as Af
DOSE, MOIST, BROWN. GRAVELLY, SILTY
;'ME TO MEDIUM SAND EFALLTI
12
cNY Loost To LDDsc, SATURATED, BROWN IArDI 5-1
To GRAY, SANDY SILT To SILTY FINE S
AND. S-=B
ENT SOFT TO SOFT, SATURATED, BROWN
TO LIIAV CLAYEY SILT TO SILTY CLAY. S-A FINE To COARf.
TRACE ORGANICS AND OXIDIZED ZONES. 10 �.S
s-E
I� SCATTERED SILT
DOSE. SATURATED, TRAY, FINE SAND. IS S-• MATERIAL,
S-T
VERY SOFT, SA'UIE. go. GRAY, SLIGHTLY I I FINE m COARSE
CLAYEY To CLAYEY SILT. TRACE 5-9
RGAMICS. HORIZONTAL LAMINATIONS. .-to I BOTTOM OF SORT
COMPLETED v]D
S-9
ea
1NCREASTN4 ORGANIC CONTENT
NEDIUM DENSE TO VERY DENSE. 5-100
SATURATED, SLACK. FIN! $AMC. SC
S 11
SS
S-IY o
AO
•S
OCCASIONAL COARSE SAND. 5-I4
•
so
1 a A Ia To of loo o IA JA to Am
• NAIUTAL WIT["CANLL 1.NI III IA VI
O OUNDWAIIR IIVLL eAWft%G IN1.R SUlNOIw lisle OTNIR TESTS NOIIA
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N
A•ob..I.O,TW A I... CA I, .A.YNW nyNM NM
Z IJ SYYYM O iN\N IW Y.I.rw COW GMYAW\Yr,IN" /.MYIM N,N. a•IR.w,Y AN MA
•*DA,F%WNwr iW of mew.4Y A•N IINMYI..If.1I.MI IINA
W.w L.HN IDNII 6I+1111% 0 UroWwf Can►N.r.
r Tp 1Y.r 11 I.r.
AID-Al T.IA N L CY, ,S eAw.NY CYFNMI I . IIIII
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W.w Llrl
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IN." a I.I. WWM'TWO A,on, AWr.
NW W.Irw LOW, S10 bwWW II I
♦.w CWWR
DRAp{ED DIRER
STRENGTH 19111 @OIL STANDARD UNDAAINED OTHER
A/TLRMLiAtgN FINE IRAI*N RESISTANCE SMEAR SIRENGIM TESTS
IRR(1 IrY rui Nar.Y W pwOr!
N.rSO A •IONS PER 10pI IARI
I f { to /{ {/ Iu0 . 1A to !9 ao
S-IS
SS
FINE TO COARSE SAND. S 1
SO
SCATTERED Silt LAYERS AND SHELL 5_JT
MATERIAL.
6S
i
FINE m COMES SAID WITH OCCASIONAL ENELL. S—lI I
BOTTOM OF BORING e1 FEET. Tp
COMPLETED 4/30/e1.
It
lA Ae {A
PANE 1 ! 1 10 to so III • IA 14
12 14
• NA11R11K V11ER WNIINI IR1 1.11I
AN N.NYIYwa Na AMNN.M.rr• GAObrp.At{R Level 1.4KF10 A•MAR IINLWIM I{I11 OIN.w 1//tI 401EI
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U.IN GMIYII
i
TEST PIT LOG TP - I t
St'.1pR #, Wow Dap% SOIL INTERPRETATION
CauR iMR tool
r� O R UNC SURR ACE ELI NATION AP PROxI✓�-i' Y to 'It',
S-1 as
AND
6 iNCH _
I MED1uM DENSE) . MOIST, CROWN. SLIGHTLY SILTY.
GRAVELY SAND IRI
CAAIN 2 UMEROVS FINE ROOTS TO 0.75 FEET.
S-t It SIZE OCCASIONAL COBBLES TO 6 IN CNE S.6
3
4
5
6
T
S-7 17 9 GRA SI
DES TO MOIST. GRAY, LTY, WAV(LLY P1M( 10
COARSE SAND ITILL-FILL).
10
II BOTTOM OF TEST PIT IO.F FEET, _—
COMPLETED •/i1/f 1.
12 No GROUNDWATER ENCtSMERED.
13
M
15
TEST PIT LOG TP- 2
JIMpM molter ONw Dwh SOIL INTERPRETATION
Content Into tool
% O GROUND SURFACE ELEVATION APPROFINATELY bt FEET.
SOD AND S INC" TOPSOIL
- MOIST, BR OWN, SLIGHTLY SILTY.
IMEDIVM DENSE),
GRAIN 2- GRAVELLY, FINE TO COARSE SAND (FILL).
S-1 IS SIZE
3
4
5-8 [♦ IMID1uM DENSE I , MOIST. BLACK, eIITT SAND *IT"
is 01ECIS Of WOOD AND MICR. (FILL)
S-> 1f �- GRADES TO LOOSE WITH NUMEROUS ASHES AND WOOD CHIPS.
R GRADES LEfS SANDY AND ROW[ iILTY ■ITN NVM[ROVf
S-A )0 9 PIECES Of COAL AND ICDAL MINE WAST[).
10
II ��
I2 BO/'TOM OR TEST PIT II.S FEET.
COMPLETED a/87/ll.
1D NO GROUNDWATER ENCOUNTERED.
14
1S J-eel-01 iABy 19111
NOTE ; "I eenrtpr)a%s sm t%tarPrellva aM nlWel enoneoo HART-CROWSER a associates in(.
1Rq be (rafWl.
wow l000l, 11 indicated,to far Bets InStaeteS and Figure A-14
sill probably Pont with 080 o/ yeor.
TEST PIT LOG TP - 3
Smoot wow CW"w DOOM SOIL WTERPRETATION
CuWwe I"% too,
X O GROUND SURFACE ELEVATION APPROXIMATELY t• FEET,
GRAIN SOD AM 7 INCH TOPSOIL.
S-: )• Size ( IM EDItM DE/LO), RUST, 000". LIGHTLY SILTY, GUWZ LY,
.j FINE TO COARSE SAND IFILL1.
OCCASIO AL Ct7 "S AND IMACT PIECES OF TILL.
IMEDi enoell io Mci mvsmy. irlml SRiD
S-7 It 4 WITH WOOD PIECES, W AM DENNIS AM COAL (COAL MINE WASTE).
S-32 WA S iMItElll qlT GRAY. ASH ZONE.
6 OCCASIONAL LARGA PIECES OF COAL.
7
e
ILOO6E1 WITH PIECES OF @RICK, WOOD FRAGMENT& AND COOKIE.
S-• to 10
11 BOTTOM�D.F TEST PIT AT 10.5 PEST.
COMPLETED AT 6127141.
It No GROUNDWATER ENCOUNTERED.
I!
I K
IS
TEST PI f LOG TP-4
Swg1B MShr War Depth SOIL INTERPRETATION
CwNjm Teets bet
% GROUND SURFACE ELEVATION APPROXIMATELY 27 FEET.
0
SO AND ) INCN TOPSOIL- ROOT ZONE 70 0.6'.
1 (MEDIUM DENSE), MOIS1 . BROWN, SLI4NTLY SILTY.
S 1 J7 2 GRAVELLY, FINE TO COARSE SAND. (FILL)
ORANGISH-OXIDIZED BELOW 1.6-OCCASIONAL INTACT
I PIECEOF ILL.
S-t 3
LT . ILL ,IMEDIun DE�EI , GAVET
4 PINE 1'13 COARSE SAND ■ITN PIECES OF INTACT TILL,
S (MEDIUM DENSE), M0151. GRAY-BROWN, GRAVELLY.
FINE TO MEDIUM SAND (FILLI.
6
S-7 It 7
e
S-♦ 72 a (LOOSEI . MOIS1 , DARK BROWN-BLACK SILTY SAND WITH
IO PIECES OF WOOD COAL AND DEBRIS ASH, tCOAL MINE
WASTE),
11
I S!
).ml SOTTOM OF TEST PIT AT 12.5 FEET,
COMPLETED 6/17iBl.
14
NO GROUNDWATER ENCOUNTER/D.
IS J-e61-01 HE leaf
oel w
jqT[ : eeordwee ewe wtegnttw ene ee1Vd ceerpej i
eMq EnCw1, MART-CROWSER a neaehNE iK.
Dwew most, N IRBlcwee, It M eat• Inemotoe eM FIp�rB A-la
WIII priteeew/ mewl with Ilnte of Yew.
TEST PIT LOG TP -5
SemoM wou OHwF Doom SOIL 1NTERPRETAI v
C~ ,NN t••t N APPROXIMATELY S♦ FEET-
% O ._.
t MEDIVM DENSE I. MOIST. BROWN, SLIGHTLY SILTT.
I GRAVF LLr, FINE TO COARSE SAND IFILLI WITH
OCCASIONAL COBBLE To • INCHES 1 S
GRAIN 2
S-1 • SIZE ;
TUR NET ��Uf._UP�AT[ �1II�AI�RTI[Rf
4 OCCASIONAL THEE MOOT TO 2 FEET DEPTH BELOW
S EMBANKMENT FACE.
TOPSOIL AND FINE ROOTS TO • INCHES BELOW
6 EMBANKMENT FACE.
S-2 10 T
BOTTOM OF TEST PIT 7 FEET.
9 COMPLETED 4/27/E1.
NO GRDUNDNATER ENCOUNTERED.
9
IO
11
12
13
14
15
TEST PIT LOG TP-6
SemoN wea. Often, ORION SOIL INTERPRETATION
Content To1F loot
% O uND ,14FACE ELEVATION APPROXIMATELY SS FEET.
IMECIVN DENSEI, BROWN. 1101/7, SLIGHTLY SILTY.
I GRAVELLY, FINE TO COARSE SAND (FILL).
FINE ROOTS TO a INCHES. OCCASIONAL COBBLES TO
2 • INCHES 2 E
I 17 3-
4-
5—
I
6
7
i
S-r 11 9 I
9 BOTTOM OF TEST PIT AT FEET.
COMPLETED 4/27/S1.
IO NO GROUNDWATER ENCOUNTERED.
It
t
12
t
1!
14
15 J—962-01 Mow
NOTE : Bell NKHPti"l 0 1ntHF'H I,, and "Veal oAuyeo HART-CROWSER \ BSSBBtBILE YIi. i
mq be ped",. fiquEE A• 1B ¢
Beta W.01, If indicated,If let "to le•leoteE Rod
will pWMWIT TeFE Witt, 11" et "W.
i
TEST PIT LPG TP - 9
SmeoN WSW. Olive, Dwf% SOIL INTERPRETATION
ConfWN I"% Iwf
% O - GROUND SLYRFArF ELEVATIONAPPROXIMATELY 24 FEET,
SOD AND A INCH TOPSOIL*
1 (MEDIUM DENSE), MOIST, BROWN, FINE TO MEDIUM
S-1 12 Z SAND )FILL).
ILTIER ORANGE/U LDISEO INTERVAL.
S RA1_t
(MEDIUM DENSE). MOIST, MOTTLED AND OXIDISED
S-2 1,A 4 ORANGE/GRAY, SILTY, GRAVELLY, PINE TO COARSE
5-3
]o SAND. IWEATHEREO TILL FILL)
S (MEDIUM DENSE). MOIST. GRAY, SLIGHTLY FINE.
6 ANDr SILT (TOPSOIL)
S OPT, MOIST. GRAY CLAYEY SILT,
S-A AS 7
S-5 ]S SIZE a CR Al""' TO SOFT, MOIST, BROWN. SANDY SILT.
9
1O
II GRADES TO MOIST, BROWN. SILTY FINE SAND.
IZ
BCTT OM OF TEST PIT AT It tE[T.
1� COMPLETED AT 4/27/81.
NO GROUNDWATER ENCOUNTERED.
14
IS
TEST PIT LOG TP-IO
SBROM Wolof of n Doom SOIL INTERPRETAT-)N
CenfoAl toss Ioof
% N SURFACE ELEVATION APPROXIMATELY 24 FEET.
O -OD AND ] INCHES TOPSOIL It
$-1 1]
(MEDIUM DENSE). MOIST, ORANGE/BROWN. MOTTLED.
SLIGHTLY SILTY, GRAVELLY. FINE TO COARSE SAND
S-2 20 Z WITH PIECES OF ASPHALT (FILL) OCCASIONAL COBBLES.
$-3 1♦ ' (ME DIUN DENSE), NOISY, BROWN. SILTY. GRAVELLY
SAND(TDPSOIL).
$-A A] 4 (MEDIUM DENSE), MOIST, BROWN. FIN[ SANDY
S TO SILTY FINE SAND. _ _ — ` — ——
6 GRADES TO SATURATED, BROWN, SLIGHTLY CLAYEY SILT,
a
e
9
BOTTOM OF TCST PIT AT E PEET.
10 COMPLETED 4/27/6).
NO GROUNDWATER ENCOUNTERED.
11
IY
13
14
IS
NOTE : SRI MwriFobnF w MlBrpmbt BM Baum caonSn J-9SE-01 Map 1991
Ray M EroBoet. HART-CROwSER 9 B66606 "YM.
voter wel, N inEimed,to for "Is wIEEId oRE
UIN ProMmT IwT .iIR OWN N Tow. Fi9urs A-18
GENERAL NOTES
END Flood lights drwM a Provided m mark tlalrer
CONSTRUCTION G20-2 smiom at night a needed
y� II entire work area is visible from one Ration, are
flow may be used.
Seedy burning "mine hdrn (TYPE C. MUTCO)
dwuld be used to nwk oherrrrelidn0 devioa of
night a needed.
ChannNiziny dNior we to be "tended m If point
ti�17- P I wtwe they are vWbis to swc-aching tre"it.
Sign sequence is 'he same for both dlreetbee of
travel.
7 \
yo . \
wzo-To
ee
e
�o0
\� 4j W;c° ONE LANE
Gro-2 ROAD wzo-a
CONSTRUCTION y
AHEAD
moo ,
\� y'a�, \ ROAD
CONSTRUCTION W20-1
AHEAD
LEGEND
0 0 O CHANNEL IZING DEVICES 40
TRAFFIC CONTROL PLAN
�.Y..nw n.n m✓rYer o-n..ru.•m.
§r FLAGGER
TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES ON A TWO-LANE '►� ' Q� '� v-
...... sa.. .....�.
HIGHWAY WHERE ONE LANE iS CLOSED AND FLAGGING IS PROVIDED. DULY rT, isa:
STANDA40 PLAN K-2
1
a
GENERAL NOTES
.\W20-5(R) W20-1
ENO czo-z / ROAD
CONSTRUCTION RIGHT LANE MINIMUM TAPER LENGTH ILI IN FEET
W4 2(" i CLOSED CONSTRUCTION Posted Speed lmPh)
AHEAD AHEAD / 25 30 35 40 45 50 55
�\ _9 10 105 150 205 270 450 500 550
s L
Traitor or truck with flosner 11 115 165 225 295 495 550 605
ar air," ponel. �
II � V
F� 500' !� — L --7.�-- 1000' I000' 2600 — J 12 125 180 245 320 540 600 660
i I i I
The maximum spacing between channellzing devices
in a taper should be nearly equal in fee: to the speed
. limit, the maximum spacing between channe6zing
WORK - -- devices used to separate traffic should be 2 times the
/ AREA C speed limn.
O
I All sign placement distance$ are t.
i
LEGEND
6 a e CNANNELIZING DEVICES
TRAFFIC CONTROL PLAN
• w•+... orrwo-
TYPICAL APPLICATION — DAYTIME OPERATION OF SHORT DURATION ON A �.4•Y� �� � -
FOUR-LANE DIVIDED ROADWAY WHERE ONE LANE IS CLOSED. �i •�+-• w�•�• -• ^��••
..o.. ztn.7 7, 1981
STANDARD PLAN K- 7
ENDING
OF FILE
FILE TITLE
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