DateSheets RevisedRev. No.

TABLE OF REVISIONS

Sheet No.

INDEX OF SHEETS

Description

Estimated quantities and index of sheets

Transverse section

1

2

3

4

5

6

7

8

Title sheet: Plan, profile and general notes

No.

LUMP SUM BID ITEMS

Mobilization

Construction Surveying

LS

LS

LS

2

LS

Footing

Neat

Abutment A

Abutment B

Footing

Neat

Total

LBLB CY

Excav.

Struct.

ESTIMATED QUANTITIES - SUBSTRUCTURE ONLY

Units Quantity

CY

LB

LF

ESTIMATED QUANTITIES - SUPERSTRUCTURE ONLY

accordance with current Road and Bridge Specifications.

Denotes items to be paid for on the basis of plan quantities in

Item

Bridge Deck Grooving SY

Concrete Class A4 Bridge Appr. Slab

Reinf. Steel Bridge Approach Slab

CY

LB

Railing, BR27C 3 Rail

LF LF

Sequence of construction - 1

LFRailing, BR27C 4 Rail

Abutment A plan and elevation

Bearing details

Plate girder details

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

25

26

27

28

54" BR27C-15 steel railing

54" BR27C-13 steel railing

54" BR27C-14 steel railing

Reinforcing steel schedule-substructure-1

Reinforcing steel schedule-substructure-2

Reinforcing steel schedule-superstructure

Sequence of construction - 2

30

Drilled shaft details

Bolted splice details

Cross frame details

ASTM 709 Grade 50W

Structural Steel Plate Girder LB

GENERAL NOTES (CONTINUED):

b29395002

Framing plan

Abutment A wingwall details

Abutment B plan and elevation

Abutment B wingwall details

Semi-Integral backwall plan and elevation

Abutment A and B footing plans

48"

Drilled Shaft

Stand. Excav.

Bridge Subs

NS Bridge Subs.

Bridge drainage details

29

*

*

BM "B": Square Set on the Top of Curb at the end of the

Median Island on the south side of State Route 711 on the

Rte. 711 Survey Baseline at PI 25+74.85 (Elevation 160.69’)

73

66

9,350

8,478

17,828

4,363

4,245

8,608 600

402

403

141

204

63

168

354

85,954

276

175

391,205

1,341

189

26,576

LS

SF

SY

362

765

CY

Class A4

Concrete

51

49

239

SYTONS

1850

2136

Temp. Excavation Support

NS Bridge Structure

Substructure layout and slope protection

INDEX OF SHEETS

ESTIMATED QUANTITIES

24

Approach slabs

32

31

substituted for Class II.

Class I. Corrosion Resistant Reinforcing Steel, Class III, may be

Resistant Reinforcing, Class II or Class III, may be substituted for

plan sheets and in the reinforcing steel schedule. Corrosion

Class(es) of CRR steel(s) required on this project is/are noted on

steel and 60 ksi for stainless clad steel or solid stainless steel. The

minimum yield strength shall be: 100 ksi for low carbon/chromium

more of the three Classes listed in the special provision. The

Corrosion resistant reinforcing (CRR) steels shall conform to one or

Engineering geology-I

Engineering geology-2

Engineering geology-4

LF EA

2222

11

22

Testing

Logging (CSL)

Crosshole Sonic

Bridge Subs.

NS Bridge Subs.

Steel

Reinforcing

Drilled Shaft

Bridge Subs.

NS Bridge Subs.

LB

Thickness

18"

Inclusion

Elastic

42"

Rock Socket

Bridge Subs.

NS Bridge Subs.

Steel

Reinf.

26"

class I

Riprap

Dry

LF

55

20

75

88

80

42"

Drilled Shaft

Special Excav.

Bridge Subs.

NS Bridge Subs.

42-in. Rock Socket)

Drilled Shaft and

Shaft (48-in. dia.

Bridge Subs. Trial

NS Bridge Subs.

47

47

94

CBR-30

Min.

Type I

Matl.

Select

198

43,426

27,469

70,895 3,986

For drilled shaft notes, see sheet 11.

Engineering geology-3

Sealer 3�"

Preformed Elastomeric JointLF 148

Class II

Corrosion Resistant Reinforcing Steel

Class I

Steel

Reinforcing

Resistant

Corrosion

Structure (B618)

Dismantle and Remove Existing

ESTIMATED QUANTITIES NOTES:

accordance with current Road and Bridge Specifications.

Denotes items to be paid for on the basis of plan quantities in

Deck slab plan and deck slab elevations

Lump Sum

Dead load deflections and slab elevations

of Virginia and get them approved by the COTR.

and shop drawings prepared by a professional engineer certified by the Commonwealth

work on temp. excavation support is begun, the contractor shall submit the design

construction for temp. excavation support and incidentals thereof. Before any

Item NS Bridge Structure Temp. Excavation Support includes all phases of

piling that will interfere with the new construction.

remain in place. Also, removal shall include any part of the substructure or foundation

at least 3 feet below the natural ground or finished grade of embankment that is to

Abutment B, as a minimum, the substructure shall be removed to an elevation of

the substructure shall be removed down to the top of the existing footing. For

superstructure, substructure, and slope protection. For Abutment A, as a minimum,

Dismantling and removing existing structure shall include removing the entire

33

BR27C-16 rail connection and notes

54" BR27C/BR27D terminal wall on abutment

54" BR27C/BR27D terminal wall on approach slab

34

35

Deck Drainage System - B618 LS

36 Approach slab details

40

STP5A27(207)

Bridge No. of existing bridge is 6024, Plan No. is 87-19.

SY

Wall Drain

Composite

Geo

27

27

54

*

Concrete Class A4 *

*

pipe supports and splash blocks.

shall include drainage assemblies, drain pipes,

Bid item Deck Drainage System - B618

16(2)

*Remove Existing Asbestos (B618)

11

Concrete Class A4 shall be Modified Low Shrinkage Concrete

The quantity also includes for the median.

Bid item bridge deck grooving includes the quantity for approach slabs.

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............2015, Commonwealth of Virginiac

No. Description Date

STRUCTURE AND BRIDGE DIVISION

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

Revisions

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

FALLS CHURCH, VA

RMA, Inc.BN

TB/RR

MGM 36of

711 0711-072-564, B618

293-95August 2016