20180724 Ver 1_Bladen 16-17 Debris Deflector Plans - Signed_20180524

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LOCATION:
TYPE OF WORK
DESIGN DATA
BLADEN COUNTY
#16 ADT 2015 =11,000
#17 ADT 2015 =11,000
STATE OF NORTH C�IROLINA
DIVISION OF HIGHWAYS
BLADEI� co v��
BLADEN COUIVTY:
BRIDGE #16 O1V US HWY 701 (NORTHBOUND) OVER THE CAPE FEAR RIVER
BRIDGE #17 011t US HWY 701 (SOUTHBOU11lD) OVER THE CAPE FEAR RIVER
BRIDGE PRESER I�ATION - EXISTING DOLPHIN REMO I�AL,
SUBSTRUCTURE DEBRIS DEFLECTORS
VICIIVITY MAP — BLADEN CO.
PROJECT LENGTH
BLADEN COUNTY
— #16 = 0.223 MILE
— #17 = 0223 MILE
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.0 15006.100923�
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P�epored In Ne OIIk�e aIp
DEPARTMENT OF TRAIIISPORTATION
DIVISION OF HIGHWAYS
STRUCTURES MANAGEMENT UNIT
1000 BIRCH RIDGE DR. RALElGH, N.C. 276I0
A. KEITH PASCHAL, P.E.
PROJECT ENGINEER
2018 STANDARD SPECIFICATIONS
LETTING DATE:
DocuSigned by:
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TIMOTHY M. SHERRILL, P.E.
PROJECT DESIGN ENGIXEER
12/20/2017

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LOCATI011L•
TYPE OF WORK
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BLADE1�l co v��
BLADE11t COUNTY:
BRIDGE #16 011t US HWY 701 (11lORTHBOUIVD) OVER THE CAPE FEAR RIVER
BRIDGE #17 0111 US HWY 701 (SOUTHBOUIVD) OVER THE CAPE FEAR RIVER
BRIDGE PRESERVATI011i - EXISTING DOLPHIIV REMOVAL,
SUBSTRUCTURE DEBRIS DEFLECTORS
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IA
S-1 THR U S-9
SN
I11tDEX OF SHEETS
A'A'1'6 81'AR RIOIHGT R8P6R8NC8 N0. 811661' TD'I'AL
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CI'A'R PIIOI.No P.A.%IW.NQ D�CRIPI'ION
15006.1009234 P.E.
15006.1009234 P.E.
15006.1009234 CONST.
TITLE SHEET
IIVDEX OF SHEETS
STRUCTURAL PLANS DEBRIS DEFLECTOR - BRIDGE 16 £� 17
STA11lDARD 11IOTES

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SPAN A SPAN C SPAN E SPAN G
SPAN B SPAN D SPAN F SPAN H
FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. EXP.
— — — — — — — — — — — — — — — — —
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END BENT 1 EXIST. GROUND
LINE
BENT 1 BENT 3 BENT 5 BENT 7
BENT 2 BENT 4 BENT 6 BENT 8
SPAN A SPAN B SPAN C SPAN D SPAN E
FIX EXP. EXP. EXP. EXP. EXP. EXP. EXP. EXP.
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END BENT 1 — —�—
EXIST. GROUND �
LINE
BENT 1 BENT 2 BENT 3 °S BENT 4
Tit-�S
SCOPE OF WORK
- REMOVAL OF EXISTING DOLPHIN PILES
- CONSTRUCTION OF DEBRIS DEFLECTORS
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY ; T.M.SHERRILL DATE : 12/1T
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EXP. EXP.
BENT 5
SPAN I
FIX
SPAN J
APPROX. AVERAGE
WATER SURFACE
ELEV. = 22.0'
FIX
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� —
BENT 9
BENT 10
SECTION A�ONG � ROADWAY
BRIDGE 080017)
SPAN F
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SPAN G
FIX FIX
APPROX.AVERAGE
WATER SURFACE
ELEV. = 22.0'
_ � — — — —
BENT 6 BENT 7
SECTION ALONG � ROADWAY
(BRIDGE 080016)
SPAN K
SPAN H
I HEREBY CERTIFY THAT THIS STRUCTURE WAS REHABILITATED
ACCORDING TO THESE PLANS OR AS NOTED HEREIN.
RESIDENT ENGINEER DATE
NOTES
GENERAL DRAWING INFORMATION IS TAKEN FROM THE
ORIGINAL PLANS AND THE ROUTINE INSPECTION REPORT
DATED 10/18/2016 (BRIDGE 0800171AND 10/19/2016
(BRIDGE 080016).
BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE
PLANS.
SPAN M SPAN 0 SPAN Q
SPAN L SPAN N SPAN P
EXP. EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX EXP. FIX
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END BENT 2
BENT 11 BENT 13 BENT 15
BENT 12 BENT 14 BENT 16
SPAN I SPAN J SPAN K SPAN L
EXP. EXP. EXP. EXP. EXP. EXP.
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BENT 8
BENT 9 BENT 1
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DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
EXP. EXP. FIX
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END BENT 2
0 BENT 11
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
SHEET 1 OF 2
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERA� DRAWING
FOR BRIDGES ON
U,S, HWY 701 SOUTHBOUND AND
UoSo HWY 701 NORTHBOUND OVER
THE CAPE FEAR RIVER
REVISIONS SHEET N0.
N0. BY: OATE: N0. BY: DATE: S-]
9 'ni TOTAL
NJ SHEETS
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NOTES
GENERAL DRAWING INFORMATION IS TAKEN FROM THE
ORIGINAL PLANS AND THE ROUTINE INSPECTION REPORT
DATED 10/18/2016 (BRIDGE 0800171AND 10/19/2016
(BRIDGE 080016).
BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE
PLANS.
� CAPE FEAR RIVER
TO E�IZABETHTOWN � TO NC 53
FTI I FdCF C)
52'-7" I 52'-6" I 52'-6" I 52'-6" I 52'-6" I 52'-6" I 52'-6" I 52'-7�/2„
(SPAN A) (SPAN B) (SPAN G (SPAN D) (SPAN E) (SPAN F) (SPAN G) (SPAN H)
140'-10" I 159'-10"
(SPAN I) (SPAN J)
1176'-7"(FILL FACE TO FILL FACE)
PLAN �
(BRIDGE 080017) �
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TO ELIZABETHTOWN
� CAPE FEAR RIVER
FILL FACE (�
END BENT 1
� BENT 1 � BENT 2 � BENT 3 � BENT 4 � BENT 5 � BENT 6 � BENT 7
� I I I I I I
III III III III III U.S. HWY 701 NORTHBOUND_ III
54'-0" 88'-0" 88'-0" 88'-0" 88'-0" 130'-0" 160'-0"
(SPAN A) (SPAN B) (SPAN G (SPAN DI (SPAN E) (SPAN F) (SPAN GI
1178'-0"IFILL FACE TO FILL FACE)
PLAN
(BRIDGE 080016)
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY ; T.M.SHERRILL DATE : 12/1T
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140'-10" I 52'-7�/2"' I 52'-6" I 52'-6" I 52'-6" I 52'-6" I 52'-7„
(SPAN K) (SPAN U (SPAN M) (SPAN N) (SPAN 0) (SPAN P) (SPAN 0I
TO NC 53
��
FILL FACE (d
� BENT 8 � BENT 9 � BENT 10 � BENT 11 END BENT 2
� BRIDGE I I I I I
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130'-0" I 88'-0" I 88'-0" I 88'-0" I 88'-0„
(SPAN H) (SPAN I) (SPAN J) (SPAN K) (SPAN U
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
DocuSignedby: SHEET 2 OF 2
T_•___y[ �� STATE OF NORTH CAROLINA
�� -/ ,,,,,,,,,, DEPARTMENT OF TRANSPORTATION
AD5081D977494CG�tiH CARp"'� RALEIGH
;�2��'�FSS/0 <i�,9 ;:
` 'Q�SEAL���: �= GENERA� DRAWING
;� i8565 i= FOR BRIDGES ON
: �O' �F'yCINEF;�•' P,; `
=,,Tyy��:•-SNc�,4',,. U,S, HWY 701 SOUTHBOUND AND
„����, UoSo HWY 701 NORTHBOUND OVER
THE CAPE FEAR RIVER
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REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: OATE: N0. BY: DATE: S-Z
FINAL UNLESS ALL 9 `�3j roTa�
SHEETS
SIGNATURES COMPLETED `�?, Q 9

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DRAWN BY : _
CHECKED BY :
LOCATION SKETCH
INFORMATION INDICATED ON THE LOCATION SKETCH SHALL BE CONSIDERED GENERAL INFORMATION ONLY.
THE CONTRACTOR SHALL CONFIRM,THROUGH OTHER SOURCES,SPECIFIC INFORMATION REGARDING
BRIDGES.ROADWAYS.UTILITIES,THE SURROUNDING AREA.AND ANY OTHER ASPECTS THAT MAY BE NECESSARY
TO PERFORM AND COMPLETE THE PROJECT.
R.L.PUTEK DATE : 12/17
T.M.SHERRILL DATE : 12/17
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NOTES
THE EXISTING DIMENSIONS AND BRIDGE CONDITION ARE FROM THE BEST INFORMATION
AVAILABLE.THE CONTRACTOR SHALL FIELD VERIFY THE INFORMATION SHOWN ON
THE PLANS AND NOTIFY THE ENGINEER IF ACTUAL DIMENSIONS OR CONDITIONS
DIFFER.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL STATE AND FEDERAL
SAFETY RE�UIREMENTS.
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
DocuSigned by:
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AD5081 D977494CCr.,.�:�N � CARp �''�,,,
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DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJa Noe 15006e1009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERAL DRAWING
FOR BRIDGES ON
U,S, HWY 701 SOUTHBOUND AND
UaS, HWY 701 NORTHBOUND OVER
THE CAPE FEAR RIVER
REVISIONS SHEET N0.
OATE: N0. BY: DATE: 5-3
'ni TOTAL
NJ SHEETS
4 9

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SEE DETAIL '8"
TO ELIZABETHTOWN
SEE DETAIL "A"
SEE DETAIL 'B"
BRIDGE 17 BENT 9
SEE DETAIL "A"
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� 27'-0„
16'-0" 16'-0"
32'-0"
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� CONTRACTOR TO VERIFY SIZE
AND LOCATION OF CONCRETE SEALS
PRIOR TO PLACEMENT OF SHEET PILING
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BRIDGE 16 BENT 6
PLAN
DRAWN BY : R.L.PUTEK DATE : I1/l7
CHECKED BY ; T.M.SHERRILL DATE : 11/17
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US 701 SOUTHBOLIND
� CAPE FEAR RIVER
US 701 NORTHBOUND
BRIDGE 17 BENT 10
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32'-0"
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BRIDGE 16 BENT 7
PLAN
� CONTRACTOR TO VERIFY SIZE
AND LOCATION OF CONCRETE SEALS
PRIOR TO PLACEMENT OF SHEET PILING
DocuSigned by:
T,.;,.,� �. �.�
AD5061 D977494CC.�"�H � C Aqp "�o,
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12/20/2017
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
TO NC 53
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
DEBRIS DEF�ECTOR
REVISIONS SHEET N0.
OATE: N0. BY: DATE: 5-4
'ni TOTAL
NJ SHEETS
4 9

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APPRO
�"'LHEAD CONNECTOR
�LT CONNECTOR
TEEL SHEET PILES
DETAIL 'A'
DRAWN BY : R.L.PUTEK DATE : I1/l7
CHECKED BY ; T.M.SHERRILL DATE : 11/17
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SHEET �PILES '���
ELEVATION
COLT CONNECTOR
STEEL SHEET PILES
DETAIL 'B'
68'-5"
TONE FILL
"57 STONE
UIVALENT)
EL. 6.13 *
TOP OF
FOOTING
=L. -5.80 *
30TTOM OF
�ONCRETE SEAL
FLOW
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(°57 SIZE OR
E�UIVALENTI
SECTION Z-Z
IIIIIIIIIIIIIIIIIII
EL. -28.00
BOTTOM OF STEEL
SHEET PILES
EL. 32.00
TOP OF STEEL
SHEET PILES
� EL. 30.00
TOP OF PEDESTAL
EL. 15.00
�TOP OF FOOTING
� EL. 0.00
{} �� BOTTOM OF
II CONCRETE SEAL
I I I EL. 0.00
II I APPROX RIVER
BED
AVERAGE WATER
EL.= 22.00
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
DocuSigned by:
T� �. � STATE OF NORTH CAROLINA
,,, DEPARTMENT OF TRANSPORTATION
AD5061 D977494C,G�Q1H„ C ARp��o,, RALEIGH
: a� •�FSSip' ��v �=s
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FINAL UNLESS ALL 9 `�3j roTa�
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SIGNATURES COMPLETED `�?, Q 9

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11'-3" �
� 13'-6"± (BENT 9)
OR 14'-0"± (BENT 101
HALF P�AN
(BRIDGE 080017 BENT 9 OR 10)
DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY ; T.M.SHERRILL DATE : 12/1T
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NOTESe
BENT INFORMATION IS TAKEN FROM THE ORIGINAL PLANS
AND THE ROUTINE INSPECTION REPORT DATED:10/18/2016 (BRIDGE 080017)
AND 10/19/2016 (BRIDGE 080016).
BRIDGE ORIENTATION CONFORMS TO EXISTING BRIDGE PLANS.
� CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING
CONCRETE SEAL PRIOR TO PLACEMENT OF STEEL SHEET PILING.
� CONTRACTOR IS TO MONITOR,AND VERIFY THE ELEVATION OF EACH BENT
IN TWO DIFFERENT LOCATIONS TWICE DAILY (MID-DAY,AND END OF DAY)
FOR SETTLEMENT DLIRING PLACEMENT OF STEEL SHEET PILING.
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I T..;,,..�ac, �. �.�
ak A�_q.�� 1
HALF PLAN
(BRIDGE 080016 BENT 6 OR 7)
� BENT ADSOB1D977494C�,CRIN..CARp<��'',,
c a°.•�FSsip'`?v'`
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= �O'' F'1'CINEF':l•' P ; `
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12/20/2017
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
FRAMING PLAN
REVISIONS SHEET N0.
OATE: N0. BY: DATE: 5-(�
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NJ SHEETS
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DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY ; T.M.SHERRILL DATE : 12/1T
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PLAN
� STEEL SHEET
PILINC
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^^PING
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� STEEL SHEET
PILING
(IYPJ
BILL OF MATERIAL
FOR ONE �EBRIS DEFLECTOR (2 REO'D)
STEEL SHEET PILES ]0040 S�.FT.
STRUCTURAL STEEL 14017 LBS.
STONE FILL 386 TONS
(°57 OR E�UIVALENT)
8"THICK CONCRETE SLAB 6A CY
WITH WWF 12 X 12 - W4 X W4
BAR N0. SIZE TYPE LENGTH WEIGHT
B1 113 "6 STR 8'-0" 1358
B2 17 =6 STR 10'-0" 255
B3 34 ^6 STR 10'-6" 536
B4 154 =6 STR 11'-6" 2660
BS 48 °6 STR 14'-0" 1009
86 48 °6 STR 15'-0" 1081
REINFORCING STEEL 6899 LBS.
�/p"0 BOLT
�
TOP FLANGE 6„
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(17 RE�'D PER W12X401
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p �
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9„
SQUARE BEND U BOLT WITH PLATE
(108 REOUIRED)
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 17
DocuSigned by: SHEET 1 OF 2
�� �J� � STATE OF NORTH CAROLINA
,,,,,,,,, DEPARTMENT OF TRANSPORTATION
ADSOB1D977494CC`�,,�.�H CARp��� RALEIGH
: 2�.'�`�$/Q� �?9 ��
` 'Q�SEAL� � �
: : �8565 : < STEEL REINFORCEMENT
=����`�"����.'�=;:� B E N T S 9& 10
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FINAL UNLESS ALL 9 `�3j roTa�
SHEETS
SIGNATURES COMPLETED `�?, Q 9

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DRAWN BY : R.L.PUTEK DATE : 12/1T
CHECKED BY ; T.M.SHERRILL DATE : 12/1T
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PLAN
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12.7
BILL OF MATERIAL
FOR ONE DEBRIS DEFLECTOR (2 RE�'Dl
STEEL SHEET PILES 7770 S�.FT.
STRUCTURAL STEEL 9930 LBS.
STONE FILL
("57 OR EQUIVALENT) 170 TONS
8"THICK CONCRETE SLAB z,6 CY
WITH WWF 12 X 12 - W4 X W4
BAR N0. SIZE TYPE LENGTH WEIGHT
Bl 31 "6 STR 6'-0" 279
82 130 "6 STR 6'-6" 1269
83 28 "6 STR 8'-0" 336
B4 28 "6 STR 10'-0" 420
BS 22 "6 STR 10'-6" 347
B6 28 '�6 STR 13'-0" 547
87 13 °6 STR 15'-0" 293
REINFORCING STEEL 3491 LBS.
�/p" PJ BOLT
�
TOP FLANGE 6„
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SOUARE BEND U BOLTS
(10 REO'D PER W12X40)
�/p" 0 BOLT
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9„
SQUARE BEND U BOLT WITH PLATE
(64 REQUIRED)
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16
DocuSignedby: SHEET 2 OF 2
r� �. � STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
AD50B t D977494CC�,��:,�H �C ARp "'�., RALEIGH
`R •..<i
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` 'Q�SEAL� � �
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=����`�"����.'�=;:� B E N T S 6& 7
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12/20/2017
REVISIONS SHEET N0.
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FINAL UNLESS ALL 9 `�3j roTa�
SHEETS
SIGNATURES COMPLETED `�?, Q 9

+
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TIE DOWN SECTIONS OF STEEL REINFORCEMENT
R"± IKTNG G(]II�RF RFNT II Rfll TG n 9'-(1"± �TC_ VARTFG 9'-(1"±
ALTERNATING SIDES (a� 1'-0"CTS. AS SHOWN.
DETAIL "C"
STEEL MC 18X42.7
REINFORCEMENT � SQUARE BEND � STEEL CHANNEL
6"X 6"GRID U BOLT COPING
W12 X 40 J
�/z" X 18" x 12" R
�
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PARTIAL VIEW
TMC 18X42;7
MC 1SX42.7
STEEL CHA"'"'^
COPINi
STEEL SHEET
PILES
DRAWN BY : R.L.PUTEK DATE : I1/l7
CHECKED BY ; T.M.SHERRILL DATE : 11/17
sSSESESYSTIMEs5s88
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ELEVATION
DETAI� "D"
ELEV. 32.00
MC 18X42.7
STEEL CHANNEL —
COPING �� ��
I �
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SEE DETAIL "C" �
�
�
STEEL I
SHEET
PILES �
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EL. -0.00 *
STREAM BED
� BOTTOM OF STEEL
I SHEET PILE
ELEV.-28.00
SECTION THRU
STEE� SHEET PI�E
18" x 12" R
f6 HOLE FOR %q" 0
BOLTS (TYP.)
�/2" X 18" x 12" �'
DETAIL "E"
STEEL�CHANNEL
COPING
PLAN VIEW
NOTEo
ALL STEEL SHEET PILES SHALL HAVE A MINIMUM SECTION
MODULUS ON 30.2 in3/ft.
STEEL SHEET PILES SHALL MEET ASTM A572 OR A690 SPECIFICATIONS.
STEEL SHEET PILES SHALL BE GALVANIZED IN ACCORDANCE WITH
SECTION I076 OF THE STANDARD SPECIFICATIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR SECURING OF VESSELS.SEE SPECIAL PROVISIONS.
ALL REINFORCING STEEL SHALL BE UNCOATED GRADE 60.
REINFORCING STEEL TO 8E WELDED AT ALL INTERSECTIONS BETWEEN
TOP MAT AND BOTTOM MAT.
ALL STRUCTURAL STEEL AND PLATES SHALL BE AASHTO M270 GRADE 50.
ALL BOLTS,NUTS AND WASHERS SHALL COMPLY TO ASTM A325.
ALL STRUCTURAL STEEL.BOLTS.NUTS AND WASHERS TO BE
GALVANIZED.
c.i
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(TYPJ
FFT PTI F
PROJECT Noa 1500601009234
BLADEN COUNTY
BRIDGE NOe 16 & 17
DocuSigned by:
T�r�w�y �• STATE OF NORTH CAROLINA
"� DEPARTMENT OF TRANSPORTATION
ADSOB 1 D977494CG�f:"""O�o,
����H CARp��•, RALEIGH
=��2� •�FSS/p,;; :�9 �"';
` `Q � : _
- :4 SEA` . STRUCTURAL STEEL
_ �,: i8565 : ;
:�oT F'�cm�;`��'e=,s
,,, h'Y 'M:"SN`�Q,.�� D E T A I � S
12/20/2017
REVISIONS SHEET N0.
DOCUMENT NOT CONSIDERED N0. BY: OATE: N0. BY: DATE: S-9
FINAL UNLESS ALL 9 `�3j roTa�
SHEETS
SIGNATURES COMPLETED `�?, Q 9

+
—F
DESIGN DATA•
SPECIFICATIONS - - - - - - - - - - - - - - - A.A.S.H,T.O.ICURRENT)
LIVELOAD ----------------- SEEPLANS
IMPACT ALLOWANCE - - - - - - - - - - - - - - SEE A.A.S.N.T.O.
STRESS IN EXTREME FIBER OF
STRUCTl1RAL STEEL - AASHTO M270 CRADE 36 - 20.000 LBS.PER SO.IN.
- AASHTO M270 CRADE 50W - 27,000 LBS. PER SO. IN.
- AASNiO M270 GRADE 50 - 27,000 LBS.PER SO.IN.
REINFORCINC STEEL IN TENSION
GRADE 60 -- 24.000 LBS. PER S0. IN.
CONCRETE IN COMPRESSION - - - - - - - - - - 1,200 LBS. PER S0. IN.
CONCRETE IN SHEAR - - - - - - - - - - - - - SEE A.A.S.N.T.O.
STRUCTURAL TIMBER - TREATED OR
UNTREATED - EXTREME FIBER STRE55
----- 1.800 LBS. PER 50. IN.
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER ---- 3T5 LBS. PER S0. IN.
EOUIVALENT FLUID PRESSURE OF EARTH ----- 30 LBS.PER CU.FT.
tMINIMUMI
MATERIAL AND WORKMANSHIP:
EXCEPT AS MAY OTNERWISE BE SPECIFIED ON PLANS OR IN TNE SPECIAL
PROVISIONS. ALL MATERIAL AND WORKMANSHIP $HALL BE IN ACCORDANCE WITH
THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES'OF THE
N.C.OEPARTMENT OF TRANSPORTATION.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED.
CONCRETE:
UNLE55 OTHERWISE REOUIRED ON PLANS,ClA55 A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THATs
CLA55 AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES.
ABUTMENT BACKWALLS.AND APPROACN SLABStAND CLA55 B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERS:
UNLESS OTNERWISE NOTED ON TNE PLANS.ALL EXPOSED CORNERS ON
STRUCTURES SNALL BE CNAMFEREU 3/4"WITN TNE FOLLOWING ExCEPTIONSs
TOP CORNERS OF CURBS MAY BE ROUNDED TO I-I/2'RAOIUS WHICH IS BUILT
INTO CURB FORMSt CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED WITH A 1/4'FINISHING TOOL UNLESS OTHERWISE REOUIRED
ON PLANS�AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OP CURBS AND SIDEWALKS SNALL BE ROUNOED TO A 1/4'RADIUS
WITH A FINISHINC STONE OR TOOL UNLE55 OTHERWISE REOUIRED ON PLANS.
DOWELS:
DOWELS WHEN INDICATEO ON PLANS AS FOR CULVERT ExTEN5I0N5.5HALL
BE EMBEDDED AT LEAST 12'INTO THE OLD CONCRETE AND CROUTEO INTO
PLACE WITH la2 CEMENT MORTAR.
REV.B•16-99 RIIM �n�ES REV.5-I-06 T�� �nGY
N
STANDARD NOTES
ALLOWANCE FOR DEAD LOAD DEFLECTION.SETTLEMENT.
ETC.IN CASTING SUPERSTRUCTURES:
BRIDGES SNALL BE BUILT ON THE GRADE OR VERTICAL CURVE SNOWN ON PLANS.
SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE CRADE OR CURVE.
ALL DIMENSIONS WHICH ARE CIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTEO
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIOGES.ADJUSTMENTS SHALL BE MADE DUE 70 TNE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SNOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE $LAB.THE VERTICAL DIMENSIONS Of THE BLOCKS $HALL BE AOJUSTEO
BETWEEN BEARINCS TO COMPENSAiE FOR DEAD LOAD DEFLECTIONS,VERTICAL CURVE
ORDINATE.AND ACTUAL BEAM CAMBER. WNERE BOTTOM OF SLAB IS IN LINE WITN
BOTTOM OF TOP FLANGES.DEPTH OF SLAB BEiWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLEC7ION.VERTICAL CURVE ORDINATE.AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS.AN
ALLOWANCE SNALL BE MADE FOR DEAD LOAD DEFLECTIONS.SETTLEMENT OF FALSEWORK.
AND PERMANENT CA�IBER WNICH SNALL BE PROVIDED FOR IN ADDITION TO TNE
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK.THE fINISHED STRUCTURES
SNALL CONFORM TO THE PROFILE AN� ELEVATIONS SHOWN ON THE PLANS AND
F
5
T
1LSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
' A STRUCTURE AS NOTED ON THE PLANS SNALL
FOR APPROVAL BEFORE CONSTRUCTION OF THE
REINFORCING STEEL:
ALL REINFORCINC SiEEL SNALL BE DEFORMED. OIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
WIRE BAR SUPPORTS SNALL BE PROVIDEO FOR REINFORCING STEEL WHERE
INOICATED ON TNE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
LINES,THEY SHALL BE 50 PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
BE LAPPED TO LOCK LECS ON ADJOINING PIECES.
STRUCTURAL STEEL:
AT THE CONTRACTOR'S OPTION.HE MAY SUBSTITUTE T/8'0 SHEAR STUDS FOR THE
�'� 0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
THE RATE OF 3- T/S`0 STU05 FOR 4- 3/4`PJ STUDS.AND STUD SPACING CHANGES
SNALL BE MADE AS NECESSARY TO PROVIDE TNE SAME EOUIVALENT NUMBER OF 7/8'0 STUDS
ALONG TNE BEAM AS SNOWN FOR 3/4'0 STUDS BASED ON TNE RATIO OF 3- 7/8'0
STUDS FOR 4- 3/4'0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
BE PROVIDED. THE MAxIMUM SPACING SNALL BE 2'-0:
EXCEPT AT TNE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WNERE TNE COVER
PLATE IS IN CONTACT WITN BEARING PLATE.TNE CONTRACTOR MAY,AT NIS OPTION.
SUBSTITUTE FOR TNE COVER PLATES DESIGNATED ON TNE PLANS COVER P�ATES OF TNE
EOUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16'IN THICKNE55 AND
DO NOT EXCEED A WIDTH EOUAL TO THE FLANGE WIDTH LE55 2"OR A THICKNE55
EOUAL TO 2 TIMES TNE FLANGE TNICKNESS. THE SIZE OF FILLET WELDS SNALL CONFORM
TO THE REOUIREMENTS OF THE CURRENT ANSI/AASNTO/AWS "BRIDGE WELDING CODE:
ELECTROSLAG WELOING WIII NOT BE PERMITTEO.
WITH THE SOLE EXCEPTION OF EOGES AT SURFACES WHICN BEAR ON OiHER
SURFACES,ALL SHARP EDGES ANO END$ OF SHAPES AND PLATES SHALL BE SLICHTLY
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY I/16 INCH OR
EOUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING.CALVANIZING.
OR METALLIZING.
HANDRAILS AND POSTS:
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR TNE METAL
RAIL SNALL BE SET NORMAL TO TNE GRADE OF THE CURB.UNLESS OTNERWISE SHOWN
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE BUILT PARALLEL TO THE CRADE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SNALL BE OF A UNIFORM APPEARANCE.
FINS AND OTNER DEFORMATIONS RESULTING FROM CASTING OR OTNERWISE SHALL BE
REMOVED IN A MANNER 50 THAT A UNIFORM COLORING OF THE COMPLETEO CASTING SHALL
BE OBTAINED.CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
NOT BE ACCEPTED.CERTIFIED MILL REPORTS ARE REOUIRED FOR METAL RAILS AND POSTS.
SPECIAL NOTES•
GENERALLY.IN CASE OF DISCREPANCY.THIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS.BUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES fIEREON.AND SPECIAL PROVISIONS SFIALL GOVERN OVER ALL. SEE
SPECIFICATIONS ARTICLE 105-4.
ENGLISH
JANUARY. 1990
STD. N0. SN