JOB PIECE NO.

Design

Detail

Check

SHEET NO.

REVISIONSREV. NO. DESCRIPTION DATE

Engr.:

Squad:

BRIDGE COUNTY

OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION

30998

0200

ITEM DESCRIPTION UNIT QUANTITY

PAY QUANTITIES30998(04)

511(A)

DRILLED SHAFTS 72" DIAMETER

259.20

471.20

48.00

629.00

728.00

728.00

296.00

749.00

178.00

1.00

72.00

EA

SY

LF

LB

LF

LF

LF

LSUM

LF

LF

EA

LF

GAL

LB

SY

LF

LF

SY

CY

CY

CY

SY

CY

LB

EA

EA

1307 501(B)

6309 501(G)

1304 504(A)

1305 504(B)

6250 504(C)

1322 506(A)

6170 507(A)

6174 507(B)

STAINLESS STEEL FIXED BEARING ASSEMBLY

STAINLESS STEEL EXPANSION BEARING ASSEMBLY

1326509(A)

1331 509(D)

6138 510(C)

6011 514(A)

6294 514(B)

6220 514(L)

6096 516(A)

6098 516(A)

6200 516(C)

6550 523(A)

6560 523(B)

6204 613(H)

1397 619(D)

6010511(B)

6013515(A)

SLOPE WALL (5")

REINFORCING STEEL

EPOXY COATED REINFORCING STEEL

CLASS C CONCRETE

STRUCTURAL STEEL

CLASS AA CONCRETE

PILES, FURNISHED (HP 12 X 53)

DRILLED SHAFTS 60" DIAMETER

CROSSHOLE SONIC LOGGING

SEALER CRACK PREPARATION

WATER REPELLENT (VISUALLY INSPECTED)

PILES, DRIVEN (HP 12 X 53)

PILE SPLICE, H-PILE (NON-BIDDABLE)

SEALED EXPANSION JOINT

APPROACH SLAB

SAW-CUT GROOVING

CLSM BACKFILL

SUBSTRUCTURE EXCAVATION COMMON

REMOVAL OF EXISTING BRIDGE STRUCTURE

SEALER RESIN

6" PERFORATED PIPE UNDERDRAIN ROUND

6207613(I) 6" NON-PERF. PIPE UNDERDRAIN RND.

109.01(B) OF THE STANDARD SPECIFICATIONS.

SECTION SEE ONLY. QUANTITIES PLAN ON BASED BE SHALL ITEM THIS FOR PAYMENT (BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

BECKHAM

250.00

CONCRETE PARAPET1381504(E)

1.000096 LSUM

0600

30998(04)

QUANTITYUNIT

PAY QUANTITIES

DESCRIPTIONITEM

1.002800 LSUM

0640 CONSTRUCTION

220

30998(04)

QUANTITYUNIT

PAY QUANTITIES

DESCRIPTIONITEM

STAKING

CONSTRUCTION STAKING LEVEL II642(B)

641 1399 MOBILIZATION LSUM 1.00

SWPPP DOCUMENTATION AND MANAGEMENT

(BR-1)

EAMECHANICAL SPLICES 76.00511

1332

6306

124.00LFPILES, FURNISHED (HP 10 X 42)6010 514(A)

124.00LF6292 514(B) PILES, DRIVEN (HP 10 X 42)

UNDERDRAIN ROUND". INSTALLATION SHALL BE AS SHOWN IN PLAN DETAILS AND ON STANDARD PUD-3.

PIPE "NON-PERFORATED OF FEET LINEAR PER BID PRICE UNIT THE IN INCLUDED BE SHALL INSTALLATION ITS FOR

NEEDED LABOR AND EQUIPMENT BACKFILL, MATERIAL, BEDDING STANDARD EXCAVATION, TRENCH OF COST ALL

6780 535 ORNAMENTAL MEDALLION 6.00

2164.20

593,530.00

1797.64

69.67

16.00

4079.00

228,660.00

1.00

1982.00

2.00

261.00

3.00

25.00

BRIDGE PAY ITEM NOTES

SEALER CRACK PREPARATION AND SEALER RESIN:

6" PERFORATED PIPE UNDERDRAIN ROUND:

6" NON-PERFORATED PIPE UNDERDRAIN ROUND:

ROUND". INSTALLATION SHALL BE AS SHOWN IN PLAN DETAILS AND ON STANDARD PUD-3.

UNDERDRAIN PIPE "PERFORATED OF FEET LINEAR PER BID PRICE UNIT THE IN INCLUDED BE SHALL INSTALLATION ITS

FOR NEEDED LABOR AND EQUIPMENT COARSE, AND FINE BOTH MATERIAL, COVER UNDERDRAIN PIPE OF COST ALL

EXPANSION BEARING ASSEMBLIES (AT PIERS):

REMOVAL OF EXISTING BRIDGE STRUCTURE:

UNCLASSIFIED EXCAVATION:

CY1301 202(A) UNCLASSIFIED EXCAVATION 2,600.00

SLIPNOT® GRADE 2 (WWW.SLIPNOT.COM)

ALGRIP™ (WWW.ALGRIP.COM)

MEBAC® #3 (WWW.HARSCOIKG.COM)

LSUM4610 542 1.00

(BR-1)

(PL) INSTALLATION OF BRIDGE ITEMS (TYPE A)

(SHEET 2 OF 2)

INSTALLATION OF BRIDGE ITEMS (TYPE A):

(1)

(4)

(5)

(14)

(15)

(16)

(17)

(1)

(5)

(12)

(14)

(15)

(17)

CONSTRUCTION.

SLOPEWALLS NEW TO PRIOR HEADERS BRIDGE OF RESHAPING AND EXCAVATION FOR IS ITEM THIS

05/18TIS

AME 12/17

(04)

12/17GLB

"A"

S.H.-6 OVER I-40

GENERAL NOTES

SHIFTING OF TRAFFIC.

TO PRIOR NECESSARY AS DECK SOUTHBOUND EXISTING PATCH TO ENGINEER OF APPROVAL THE WITH USED BE TO

516.80CY1328 509(B) CLASS A CONCRETE (BR-1)

20.00SY6020 513(C)

50.00SY6019513(B) CLASS B BRIDGE DECK REPAIR

CLASS C BRIDGE DECK REPAIR

AB02

(10)

(10)

(13)

(10)

(12)

(12)

IN THE PRICE BID PER EACH OF "STAINLESS STEEL EXPANSION BEARING ASSEMBLY".

PLANS, THE IN SHOWN AS WORK THE COMPLETE TO NECESSARY INCIDENTALS AND EQUIPMENT, LABOR, MATERIAL,

ALL INCLUDING WASHERS, AND NUTS BOLTS, ANCHOR AND ANGLES CONTACT BUILT-UP PLATES, ANCHOR PADS,

ELASTOMERIC EXPANSION THE INSTALLING AND PROVIDING WITH ASSOCIATED COSTS ALL INCLUDE ASSEMBLIES.

BEARING EXPANSION THE FOR STEEL STAINLESS OF LBS. 9,040 OF TOTAL ESTIMATED AN IS THERE PLANS.

THE IN DETAILED AS LOCATION AND SHAPE SIZE, THE OF ASSEMBLIES BEARING EXPANSION INSTALL AND PROVIDE

(7)

(7)

THIS ITEM IS FOR CONSTRUCTION OF SLOPE DRAINS AND SPLASH BASINS AT BRIDGE ENDS.

MOLLA-ESMAIL

SORRELS

AND PAY QUANTITES

LF(BR-1)6006504(F) HANDRAILING (3)

(16)

(3) HANDRAILING:

FIXED BEARING ASSEMBLIES (AT ABUTMENTS):

PER EACH OF "STAINLESS STEEL FIXED BEARING ASSEMBLY".

BID PRICE THE IN PLANS, THE IN SHOWN AS WORK THE COMPLETE TO NECESSARY INCIDENTALS AND EQUIPMENT,

LABOR, MATERIAL, ALL INCLUDING WASHERS AND NUTS BOLTS, ANCHOR AND ANGLES CONTACT BUILT-UP PLATES,

ANCHOR PADS, ELASTOMERIC FIXED THE INSTALLING AND PROVIDING WITH ASSOCIATED COSTS ALL INCLUDE

ASSEMBLIES. BEARING FIXED THE FOR STEEL STAINLESS OF LBS. 3,640 OF TOTAL ESTIMATED AN IS THERE PLANS.

THE IN DETAILED AS LOCATION AND SHAPE SIZE, THE OF ASSEMBLIES BEARING FIXED INSTALL AND PROVIDE

(4)

CLASS C CONCRETE:

CLASS B AND CLASS C BRIDGE DECK REPAIR:

709.32

SIMILAR PRODUCT MAY BE USED WITH THE ENGINEER'S APPROVAL. FOR HANDRAIL EXTENTS SEE SHEET B030.

A LUMENLINEAR. WAGNER THE AS SUCH DOWNWARD PROJECTS THAT LIGHTING HAVE SHALL HANDRAIL THE

LONGITUDINAL JOINTS USING HIGH MOLECULAR WEIGHT METHACRYLATE OR EPOXY RESIN.

THE AND 3 AND 1 PIERS AT JOINT CONSTRUCTION TRANSVERSE DECK SEALING FOR ARE ITEMS THESE

(45'-92'-92'-53' STEEL BEAM SPANS X 56'-8" CLR. RDY. AND 10'-0" SIDEWALK)BRIDGE "A" - NBI 31995

ENGINEER.

THE BY APPROVED MANNER A IN OF DISPOSED AND CONTRACTOR THE OF PROPERTY BECOME SHALL ITEMS OTHER

ALL WAY. OF RIGHT THE ON STORED AND ODOT OF PROPERTY BECOME WILL ABOVE) (7) (ITEM RETROFITS PIER

(2)

ORNAMENTAL MEDALLION:

(2)

(6)

(8)

(9)

(11)

(6) CLASS A CONCRETE:

SUBSTRUCTURE EXCAVATION COMMON:

38.00 CUBIC YARDS FOR WELCOME SIGN FOOTING (SHEET B046).QUANTITY INCLUDES

(8) REINFORCING STEEL:

(9) EPOXY COATED REINFORCING STEEL:

480.00 LBS FOR OIL DERRICK FOOTING (SHEET B045).QUANTITY INCLUDES

(11) DRILLED SHAFTS 60" DIAMETER:

120.00 LINEAR FEET FOR OIL DERRICK FOOTING (SHEET B045).QUANTITY INCLUDES

22.40118.60

OIL DERRICK FOOTING (SHEET B045).

FOR YARDS CUBIC AND B046) (SHEET FOOTING SIGN WELCOME FOR YARDS CUBIC INCLUDES QUANTITY

FILMS AND NON- METALLIC COATINGS. FOLLOWING ARE RECOMMENDED SLIP-RESISTANT PLATES:

TAPES, RESISTANT SLIP ARE NOR ALLOWED NOT IS PLATE DIAMOND OR PLATE CHECKER PLATE. STEEL STAINLESS

OR STEEL GALVANIZED HOT-DIPPED RESISTANT SLIP 1/4" BE MUST PLATES COVER JOINT EXPANSION SIDEWALK

SIDEWALK (SHEET B039).

2 NO. PIER AT DEVICE EXPANSION THE OVER PLATE COVER OF INSTALLATION AND PROVIDING FOR IS ITEM THIS

EXISTING SLOPEWALLS.(8)

PIER RETRO FIT (STIFF LEGS) AT PIERS 1 AND 3 OF BOTH BRIDGES.(7)

A PORTION OF LIGHT POLE FOOTING (SEE SHEET B016).(6)

PIPE DRAIN UNDER ABUTMENT FILL.(5)

EXISTING CONCRETE SLAB UNDER SAND FILLED ATTENUATORS IN THE MEDIAN.(4)

EXISTING PIER PROTECTION AT ALL PIERS(3)

SHALLOW PIER SPREAD FOOTINGS.

ROADWAY INCLUDING THE BRIDGE APPROACH SLABS AND IF NEEDED THE EXISTING

CLEAR 38' X SPANS GIRDER PLATE 35' CONT.) (2-80' 35' #17557) (NBI BRIDGE SOUTHBOUND EXISTING (2)

SHALLOW PIER SPREAD FOOTINGS.

ROADWAY INCLUDING THE BRIDGE APPROACH SLABS AND IF NEEDED THE EXISTING

CLEAR 38' X SPANS GIRDER PLATE 35' CONT.) (2-80' 35' #17558) (NBI BRIDGE NORTHBOUND EXISTING (1)

619.04(B)2 AND SECTION 512.01(B) - CODE OF FEDERAL REGULATIONS 29 CFR 1926.62 OF THE SPECIFICATIONS.

SECTION WITH ACCORDANCE IN FOLLOWING THE OF CONSISTS STRUCTURE" BRIDGE EXISTING OF "REMOVAL ITEM

(18)6153 509 SPECIAL CONCRETE FINISH LSUM 1.00

(18) SPECIAL CONCRETE FINISH:

LSUM6900 535 1.00(19)

LSUM4600 542 1.00(PL) INSTALLATION OF BRIDGE ITEMS

(19) AESTHETIC FORM LINER:

THIS ITEM IS FOR THE COST OF NEW FORMLINERS AS DESCRIBED IN "AESTHETIC TREATMENT SPECIAL PROVISIONS".

(20) INSTALLATION OF BRIDGE ITEMS:

(13)

(20)

THEIR METHOD OF PAYMENT.

AND ITEMS THESE OF STAINING AND FORMLINERS FOR PROVISIONS" SPECIAL TREATMENT "AESTHETIC TO REFER

MEDALLIONS ARE FOR OVERHEAD SIGN STRUCTURES (SEE TRAFFIC SHEETS FOR DETAILS).

FOUR REMAINING THE B044). SHEET (SEE 2 NO. PIER OF END EACH AT PLACED BE WILL SHIELDS) (BRIDGE

MEDALLIONS THE OF TWO MEDALLIONS. ORNAMENTAL OF INSTALLATION AND CONSTRUCTION FOR IS ITEM THIS

(TYPE A)".

ITEMS BRIDGE OF INSTALLATION "(PL) OF SUM LUMP PER BID PRICE IN INCLUDED BE SHALL INCIDENTALS OTHER AND

ANCHORS, SLEEVE PLATE, SLIP-RESISTANT LABOR, INCLUDING PLATE SLIP-RESISTANT OF COSTS INSTALLATION

ALL PLATE. COVER SLIP-RESISTANT JOINT EXPANSION SIDEWALK THE INSTALLING OF CONSISTS WORK THIS

RECESSED BELOW, TOP SURFACE OF SIDEWALK EXPANSION JOINT COVER PLATE.

SLIGHTLY OR WITH, FLUSH ANCHORS SLEEVE INSTALL RECOMMENDATIONS. MANUFACTURE'S ANCHOR SLEEVE PER

AS SIDEWALK IN HOLES DRILL ANCHORS. SLEEVE FOR PLATE SLIP-RESISTANT IN HOLES COUNTERSINK 304. ALLOY

I, GROUP 593, F ASTM OF REQUIREMENTS THE MEETING ANCHORS SLEEVE HEAD FLAT STEEL STAINLESS PROVIDE

(ASTM A 123).

M111, AASHTO WITH ACCORDANCE IN FABRICATION AFTER PLATE STEEL RESISTANT SLIP GALVANIZE HOT-DIP

STAINLESS STEEL SHALL BE A240 (TYPE 304) WITH MINIMUM YIELD STRENGTH OF 30 KSI.

MINIMUM REQUIRED YIELD STRENGTH OF STEEL (GALVANIZED) PLATE IS 36 KSI.

ENGINEER FOR APPROVAL.

THE TO PROVIDED BE SHALL SAMPLE PRODUCT A USED, BE WILL RECOMMENDED THE FROM ASIDE PRODUCT A IF

DEPICTED IN THE PLANS AND "AESTHETIC TREATMENT SPECIAL PROVISIONS".

LABOR, EQUIPMENT AND INCIDENTALS NECESSARY FOR THE USE OF FORMLINERS FOR ALL AESTHETIC ELEMENTS

ALL AESTHETIC FEATURES TO BE INCLUDED IN THIS ITEM OF WORK. THIS WILL ALSO INCLUDE ALL MATERIAL,

ROCK AND ELK STATUES. ALL COST FOR MATERIAL, LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO INSTALL

THIS ITEM INCLUDES (BUT NOT LIMITED TO) PLACEMENT OF AESTHETIC FEATURES SUCH AS THE OIL DERRICKS,

10,850.00

REFER TO "AESTHETICS TREATMENT SPECIAL PROVISIONS" FOR STAINING DETAILS AND COVERAGE AREA.

00.0062 LBS FOR WELCOME SIGN FOOTING (SHEET B046).QUANTITY INCLUDES

EA

(SP) AESTHETIC FORM LINERS (NON-BIDDABLE)