1. business and industrial
2. construction

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Page 1 of 11
>
General Decision Number: KS150004 03/20/2015
KS4
Superseded General Decision Number: KS20140004
State: Kansas
Construction Type: Highway
Counties: Douglas, Leavenworth and Shawnee Counties in Kansas.
HIGHWAY CONSTRUCTION PROJECTS
Note: Executive Order (EO) 13658 establishes an hourly minimum
wage of $10.10 for 2015 that applies to all contracts subject
to the Davis-Bacon Act for which the solicitation is issued on
or after January 1, 2015. If this contract is covered by the
EO, the contractor must pay all workers in any classification
listed on this wage determination at least $10.10 (or the
applicable wage rate listed on this wage determination, if it
is higher) for all hours spent performing on the contract. The
EO minimum wage rate will be adjusted annually. Additional
information on contractor requirements and worker protections
under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number
0
1
Publication Date
01/02/2015
03/20/2015
CARP0311-007 05/01/2014
DOUGLAS COUNTY
Rates
Fringes
CARPENTER........................$ 24.08
14.49
Piledriver.......................$ 24.08
14.49
---------------------------------------------------------------CARP1445-001 04/01/2010
SHAWNEE COUNTY
Rates
Fringes
CARPENTER........................$ 24.54
8.81
Piledriver.......................$ 23.91
8.81
---------------------------------------------------------------CARP4088-005 05/01/2014
LEAVENWORTH COUNTY
Rates
Fringes
Carpenter and Piledriver.........$ 36.05
14.95
---------------------------------------------------------------ELEC0053-003 09/02/2012
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LEAVENWORTH COUNTY (North of Fairmont, Stranger, and Tonganoxie
Townships)
Rates
Fringes
Line Construction (RAILROAD
AND CROSS COUNTRY)
TRANSMISSION LINES:
GROUNDMAN POWDERMAN........$ 25.23
34.5%+5.00
GROUNDMAN..................$ 23.54
34.5%+5.00
LINEMAN OPERATOR...........$ 33.76
34.5%+5.00
LINEMAN....................$ 36.53
34.5%+5.00
POLE TREATING GROUNDMAN....$ 23.54
34.5%+5.00
POLE TREATING SPECIALIST...$ 40.18
34.5%+5.00
POLE TREATING TRUCK DRIVER.$ 25.23
34.5%+5.00
Line Construction:
GROUNDMEN POWDERMEN.........$ 26.84
34.5%+5.00
GROUNDMEN...................$ 25.95
29.5%+6.30
LINEMEN OPERATOR............$ 36.54
29.5%+6.83
LINEMEN.....................$ 39.17
29.5%+6.96
---------------------------------------------------------------* ELEC0124-004 09/01/2014
LEAVENWORTH COUNTY (Delaware, High Prairie and Kickapoo
Townships, City of Leavenworth and Ft. Leavenworth Military
Reservation)
Rates
Fringes
ELECTRICIAN......................$ 36.14
19.87
---------------------------------------------------------------ELEC0226-006 09/01/2014
DOUGLAS, SHAWNEE, and the remainder of LEAVENWORTH COUNTY
Rates
Fringes
ELECTRICIAN......................$ 28.85
13.21
---------------------------------------------------------------* ELEC0304-002 06/29/2014
LEAVENWORTH COUNTY (Except that portion north of Fairmont,
Stranger, and Tonganoxie Townships) DOUGLAS, AND SHAWNEE
COUNTIES
Rates
Fringes
Line Construction:
CABLE SPLICERS..............$ 39.34
16.32
GROUNDMEN...................$ 22.29
9.31
LINE TRUCK AND EQUIPMENT
OPERATORS...................$ 30.89
13.95
LINEMEN.....................$ 37.47
15.79
POWDERMEN...................$ 30.58
13.87
Traffic signal technician........$ 37.47
15.79
----------------------------------------------------------------
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ENGI0101-003 04/01/2014
DOUGLAS COUNTIES:
Rates
Power equipment operators:
GROUP 1.....................$
GROUP 2.....................$
GROUP 3.....................$
GROUP 4.....................$
GROUP 4A....................$
22.90
22.65
22.40
22.05
22.30
Fringes
11.87
11.87
11.87
11.87
11.87
GROUP 1: Asphalt paver and spreader, Backhoe, Boring
machine, Blades, all types, Clamshell, Concrete mixer paver
operator, Concrete plant operator (automatic); Crane, Truck
crane, Pitman crane, Hydro crane or any machine with power
swing, Derrick or derrick trucks; Dragline operator, Dredge
operator, Dozer, Ditching machine, Euclid loader, Hoist, 2
active drums, Loader, all types, Mechanic or welder,
Mixermobile, Multi-unit scraper, Piledriver operator, Power
shovel operator, Quad track, Scoop operator, all types,
Sideboom cat, Cheery picker, Skimmer scoop operator, Push
cat operators.
GROUP 2:
Asphalt plant operator, Elevating grader operator.
GROUP 3: A-frame truck, Asphalt roller operator, Asphalt
plant boiler fireman, Backfiller operator, Barber green
loader, Boiler, other than asphalt, Bull float operator,
Churn drill operator, Compressor operator (l), Concrete
central plant operator, Concrete mixer operator, skip,
Concrete pump operator, Crusher operator, Distributor
operator, Finish machine operator, concrete, Fireman, other
than asphalt, Flex plane operator, Fork lift, Form grader
operator, Greaser, Hoist, 1 drum, Jeep ditching machine,
Pavement Breaker, self-propelled (of the hydra hammer or
similar type), pump operator, 4 inches or over, two, pump
operator, other than Dredge screening and wash plant
operator, Small machine operator, Spreader box operator,
self propelled, Tractor operator, over 50 h.p.,
Self-propelled roller operator, other than asphalt siphons
and jets, Subgrading machine operator, Tank car heater
operator, combination booster and boilers, Towboat
operator, Vibrating machine operator, not hand.
GROUP 4: Concrete gang saw, Self-propelled (con-cut),
Conveyor operator, Harrow, disc. seeder, Oiler, Tractor
operator, 50 h.p. or less without attachments.
GROUP 4A:
Oiler, Motor crane.
HOURLY
PREMIUMS: Following classifications shall receive ($.25)
above Group I rate: Clamshells - 3 yd. capacity or over,
Crane or rigs, 80 ft. of boom or over (including jib),
Draglines, 3 yd. capacity or over, Piledrivers 80 ft of
boom or over (including jib), Shovels and backhoes, 3 yd.
capacity or over.
----------------------------------------------------------------
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ENGI0101-006 04/01/2014
LEAVENWORTH COUNTY
Rates
Power equipment operators:
(ALL OTHER WORK)
GROUP 1.....................$
Power equipment operators:
GROUP 2.....................$
GROUP 3
OILERS.....................$
OILERS DRIVER (ALL TYPES)...$
Fringes
34.58
15.13
33.54
15.13
29.07
32.42
15.13
15.13
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 - Asphalt roller operator, finish, asphalt paver and
spreader, asphalt plant operator, concrete plant operator,
la tourneau rooter (all tiller types), concrete mixer
paver, slip form paver operator (CMI, Rex, Gomeco or
equal), finishing machine operator, auto grader or trimmer
or sub-grader, side discharge spreader, concrete pump
operator, backhoe, blade operator (all types), bulldozer
operator, high loader - fork lift - skid loader (all
types), quad track, scraper operator (all types), push cat,
ditching machine, boilers-2, booster pump on dredge, dredge
engineman, dredge operator, tow boat operator, hoisting
engineer (2 active drums), crane operator, derrick or
derrick trucks, drag line operator, pile driver operator,
pitman crane or boom truck (all types), shovel operator,
truck crane, clamshell operator, drilling or boring machine
(rotary - self propelled), boring machine (truck or crane
mounted), skimmer scoop operator, mucking machine operator,
sideboom cats, locomotive operator (standard gage),
drillcat with compressor mounted (self-contained) or
similar type self propelled rotary drill (not air tract),
mechanics and welders (field and plants)
GROUP 2 - A-Frame truck operator, articulated dump truck,
hoisting engine (one drum), roller operator (wtih or
without blades), boilers (l), distributor operator, fireman
gig, tank car heater operator (combination boiler and
booster), chip spreader, back filler operator, farm tractor
(all attachments), multiple compactor, concrete mixer
operator, skip loader, elevating grader operator, pavement
breaker, self propelled hydra-hammer (or similar type),
power shield, churn drill operator, concrete saws (self
propelled), conveyor operator, float operator, form grader
operator, screening and washing plant, siphons and jets,
vibrating machine operator (not hand held), crusher
operator, conveyor operator, paymill operator, maintenance
operator, welding machine, compressor, pumps,
self-propelled street broom or sweeper, stump cutting
machine, straw blower
HOURLY PREMIUMS
FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($1.00) ABOVE GROUP I
RATE: Clamshells - 3 yd. capacity or over - crane or rigs
80 ft. of boom or over (including jib) - draglines, 3 yd.
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capacity or over - piledrivers 80 ft. of boom or over
(including jib) - shovels & backhoes, 3 yd. capacity or
over.
---------------------------------------------------------------ENGI9101-001 04/01/2014
SHAWNEE COUNTIES
Rates
Power equipment operators:
GROUP 1.....................$
GROUP 2.....................$
GROUP 3.....................$
GROUP 4.....................$
GROUP 4A....................$
22.20
21.95
21.70
21.35
21.60
Fringes
11.87
11.87
11.87
11.87
11.87
GROUP 1: Asphalt paver and spreader, Backhoe, Boring
machine, Blades, all types, Clamshell, Concrete mixer paver
operator, Concrete plant operator (automatic); Crane, Truck
crane, Pitman crane, Hydro crane or any machine with power
swing, Derrick or derrick trucks; Dragline operator, Dredge
operator, Dozer, Ditching machine, Euclid loader, Hoist, 2
active drums, Loader, all types, Mechanic or welder,
Mixermobile, Multi-unit scraper, Piledriver operator, Power
shovel operator, Quad track, Scoop operator, all types,
Sideboom cat, Cheery picker, Skimmer scoop operator, Push
cat operators.
GROUP 2:
Asphalt plant operator, Elevating grader operator.
GROUP 3: A-frame truck, Asphalt roller operator, Asphalt
plant boiler fireman, Backfiller operator, Barber green
loader, Boiler, other than asphalt, Bull float operator,
Churn drill operator, Compressor operator (l), Concrete
central plant operator, Concrete mixer operator, skip,
Concrete pump operator, Crusher operator, Distributor
operator, Finish machine operator, concrete, Fireman, other
than asphalt, Flex plane operator, Fork lift, Form grader
operator, Greaser, Hoist, 1 drum, Jeep ditching machine,
Pavement Breaker, self-propelled (of the hydra hammer or
similar type), pump operator, 4" or over, two, pump
operator, other than Dredge screening and wash plant
operator, Small machine operator, Spreader box operator,
self-propelled, Tractor operator, over 50 h.p.,
Self-propelled roller operator, other than asphalt siphons
and jets, Subgrading machine operator, Tank car heater
operator, Combination booster and boilers, Towboat
operator, Vibrating machine operator, not hand.
GROUP 4: Concrete gang saw, Self-propelled (con-cut),
Conveyor operator, Harrow, disc. seeder, Oiler, Tractor
operator, 50 h.p. or less without attachments.
GROUP 4A:
Oiler, Motor crane.
HOURLY PREMIUMS: Following classifications shall receive
($.25) above Group I rate: Clamshells - 3 yd. capacity or
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over, Crane or rigs, 80 ft. of boom or over (including
jib), Draglines, 3 yd. capacity or over, Piledrivers 80 ft
of boom or over (including jib), Shovels and backhoes, 3
yd. capacity or over.
---------------------------------------------------------------IRON0010-002 04/01/2014
LEAVENWORTH COUNTY
Rates
Fringes
Ironworkers:.....................$ 30.50
27.05
---------------------------------------------------------------IRON0010-005 04/01/2014
DOUGLAS, AND SHAWNEE COUNTIES
Rates
Fringes
Ironworkers:.....................$ 30.50
27.05
---------------------------------------------------------------LABO1290-008 04/01/2014
DOUGLAS AND SHAWNEE COUNTIES
Rates
Fringes
Asbestos Abatement/Hazardous
Waste
Preparation, removal and
encapsulation of hazardous
materials from nonmechanical systems..........$ 15.60
7.69
---------------------------------------------------------------LABO1290-019 04/01/2014
LEAVENWORTH COUNTY
Rates
Laborers:
GROUP 1.....................$ 28.06
GROUP 2.....................$ 29.27
Fringes
14.25
14.25
GROUP 1: Board mat weavers & cable tiers, georgia buggy
(manually operated), mixerman-no skip lift, salamander
tenders, track men, tractor swamper, truck dumper, wire
mesh setter, water pump up to 4 inches, and all other
general laborers including flagman.
GROUP 2: Air tool operators, cement handlers (bulk), chain
saw, georgia buggy (mechanically operated), grademan, hot
mastic kettleman, crusher feeder, joint man, jute man,
mason tender, material batch hopper and scale man, mixer
man, pier hole man (working 11 feet deep), pipelayer drainage (concrete and/or corrugated metal), signal man
(crane), truck dumper - dry batch, vibrator operator, wagon
and churn drill operator, asphalt raker, barco tamper,
concrete saw, creosote material - handling and applying,
nozzle burner (cutting torch and burning bar), conduit
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pipe, water and gas distribution lines, tile and duct line
setter, form setter and liner on concrete paving,
powderman, sandblasting and gunite nozzleman, sanitary
sewer pipe layer, steel plate structure erectors, screed
man.
---------------------------------------------------------------LABO1290-021 04/01/2014
Rates
Laborers:
DOUGLAS AND SHAWNEE
COUNTIES
GROUP 1....................$ 16.88
GROUP 2....................$ 17.13
Fringes
8.47
8.47
GROUP 1: Board mat weavers & cable tiers, georgia buggy
(manually operated), mixerman-no skip lift, salamander
tenders, track men, tractor swamper, truck dumper, wire
mesh setter, water pump up to 4 inches, and all other
general laborers including flagman.
GROUP 2: Air tool operators, cement handlers (bulk), chain
saw, georgia buggy (mechanically operated), grademan, hot
mastic kettleman, crusher feeder, joint man, jute man,
mason tender, material batch hopper and scale man, mixer
man, pier hole man (working 11 feet deep), pipelayer drainage (concrete and/or corrugated metal), signal man
(crane), truck dumper - dry batch, vibrator operator, wagon
and churn drill operator, asphalt raker, barco tamper,
concrete saw, creosote material - handling and applying,
nozzle burner (cutting torch and burning bar), conduit
pipe, water and gas distribution lines, tile and duct line
setter, form setter and liner on concrete paving,
powderman, sandblasting and gunite nozzleman, sanitary
sewer pipe layer, steel plate structure erectors, screed
man.
---------------------------------------------------------------PLAS0044-002 04/01/2006
Rates
Fringes
Cement Masons:...................$ 27.45
10.10
---------------------------------------------------------------PLAS0518-003 04/01/2014
LEAVENWORTH COUNTY
Rates
Fringes
CEMENT MASON/CONCRETE FINISHER...$ 30.34
15.63
---------------------------------------------------------------PLUM0441-007 06/01/2014
DOUGLAS COUNTY
Rates
Fringes
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PLUMBER/PIPEFITTER
Industrial and Commercial
Projects....................$ 33.75
14.94
Light Commercial Projects:
(heating, cooling and
plumbing on construction
projects bid for $50,000
or less, but does not
include industrial,
hospitals, colleges, and
university projects)........$ 21.19
14.04
---------------------------------------------------------------PLUM0441-012 06/01/2014
SHAWNEE COUNTY
Rates
Fringes
Pipefitters (Including HVAC
work)............................$ 33.75
14.94
Plumbers (Excluding HVAC work)...$ 33.75
14.94
---------------------------------------------------------------PLUM0533-003 06/01/2014
LEAVENWORTH COUNTY
Rates
Fringes
PIPEFITTER.......................$ 41.83
19.32
---------------------------------------------------------------TEAM0541-005 04/01/2014
LEAVENWORTH COUNTY:
Rates
Truck drivers:
GROUP 1.....................$ 30.71
GROUP 2.....................$ 30.14
GROUP 3.....................$ 29.62
Fringes
13.20
13.20
13.20
TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Mechanics and welders, A-frame low boy - boom truck
driver.
GROUP 2: Material trucks, Tandem two teams, Semi-trailers,
Winch trucks-fork trucks, Distributor drivers and
operators, Agitator and transit mix, Tank wagon drivers,
Single axle, Tank wagon drivers, Tandem or semi-trailer,
Isley wagons, dump trucks, Excavator, 5 cu. yds., and over,
Dumpsters, Half-tracks, Speedace, Euclids and other similar
excavating equipment, One team, Station wagons, Pickup
truck, Material trucks, single axle, Tank wagon drivers,
single axle.
GROUP 3: Oilers and Greasers.
---------------------------------------------------------------TEAM0541-008 03/25/2000
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Rates
Traffic control service driver...$ 14.15
Fringes
2.44+a
a. PAID HOLIDAYS: New Year's Day, Decoration Day, July 4th,
Labor Day, Thanksgiving Day, Christmas Day, Employee's
birthday and 2 personal days.
---------------------------------------------------------------* TEAM0696-001 04/01/2014
DOUGLAS, AND SHAWNEE COUNTIES
Rates
Truck drivers:
GROUP 1.....................$ 15.67
GROUP 2.....................$ 15.97
GROUP 3.....................$ 16.12
Fringes
8.48
8.48
8.48
GROUP 1: Pickups, Panel trucks, Station wagons, Flat beds,
Dump and batch trucks, single axle
GROUP 2: Tandem trucks, Warehousemen or partsmen, Mechanic
helpers and servicemen
GROUP 3: Lowboys, Semi-trailers, all Transit mixer truck
(single or tandem Axle), A-frame and winch trucks when used
as such, Euclid, end and bottom dump, Tournarockers,
Atheys, Dumpsters and similar off-road equipment and
mechanics on such equipment
---------------------------------------------------------------WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
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A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
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WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
*
*
*
*
an existing published wage determination
a survey underlying a wage determination
a Wage and Hour Division letter setting forth a position on
a wage determination matter
a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION
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07-PS0124-R3
Sheet 1 of 2
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION TO THE
STANDARD SPECIFICATIONS, EDITION 2007
Add a new SECTION in DIVISION 800:
PAVEMENT CRACK (AND SPALL) FILLING
1.0 DESCRIPTION
Clean and fill the surface spalls, spalled cracks and joints according to the Contract Documents. Grind the
filled surface spalls, spalled cracks and joints when the previously placed patch material is greater than 1/8 inch
above surrounding surface. For the purpose of this specification, crack filling includes removal of loose material,
cleaning of cavity (spall), spall filling and any required grinding of said previously filled cracks and spalls.
BID ITEMS
Crack Filling
Surface Grinding
UNITS
Linear Foot
Linear Foot
2.0 MATERIALS
a. Asphalt for Tack and Spray Liquid Asphalt. Provide CRS-1H that complies with SECTION 1203,
b. Aggregate. Provide aggregate for the emulsion aggregate mix and cover material that comply with
DIVISION 1100 and TABLE 2.
TABLE 2: GRADING REQUIREMENTS FOR MODIFIED LIGHTWEIGHT
AGGREGATES
Type
Percent Retained – Square Mesh Sieves
¾"
½"
⅜"
No. 4
No. 8
No. 16
No. 30
Grade 1
0
0-10
30-60
85-100
95-100
Grade 2*
0
0-2
0-30
20-50
50-75
90-100
CM-L*
0
0-5
0-15
70-100
90-100
* Use with the Engineer’s approval.
3.0 EQUIPMENT
a. Patching. Provide a DuraPatcher© patching machine or equivalent approved by the Engineer.
b. Grinding. Provide a self-propelled grinding machine specifically designed to grind and texture portland
cement concrete pavement using diamond blades mounted on a multi-blade arbor.
The arbor must contain enough blades to provide at least a 36 inch wide cutting head and provide 55 to 60
evenly spaced grooves per foot.
Do not use equipment that causes excessive ravels, aggregate fractures or spalls. Use equipment that provides
a flat plane surface without crown and a uniform texture for the full width of the lane.
Use vacuum equipment or other continuous methods to remove grinding slurry and residue. Remove from the
project and properly dispose of the material. Do not allow the grinding slurry to flow across lanes being used by traffic.
Bush hammers or other impact devices are prohibited.
4.0 CONSTRUCTION REQUIREMENTS
a. General. Provide a qualified representative of the Durapatch© machine to instruct the Contractor and
KDOT personnel in the correct procedures for operating the Durapatch© machine.
07-PS0124-R3
Sheet 2 of 2
b. Patching.
(1) Remove debris (including sealant) from surface spalls, spalled joints and cracks using mechanized or
hand tools and a high pressure water blast (4-5 ksi). Do not attempt to remove joint/crack sealant where the
joint/crack is not spalled.
(2) Air dry exposed surfaces of joints/cracks with a high pressure air blast (60 psi, minimum).
(3) Apply the tack coat of CRS-1H at the rate specified by the Durapatcher’s instructions.
(4) Spray-inject the emulsion/aggregate mix at the rate specified by the Durapatcher’s instructions to fully
coat the aggregates with emulsion. Fill cracks and spall level with surrounding surface (-1/4 inch, +1/8 inch). Grind
areas (according to subsection 4.0c.) that are greater than 1/8 inch above the surrounding surface.
(5) Spray dry aggregate as cover material at the rate specified by the Durapatcher’s instructions.
c. Grinding. Grind patches that are greater than 1/8 inch above the surrounding surface. Provide positive
lateral drainage by maintaining a constant cross slope between grinding passes in each lane. Maintain a uniform
transverse slope that matches the existing cross slope to the extent possible with no depressions or humps greater than
0.25 inch in 12 feet when tested with a string line or straightedge. Do not exceed by more than 0.0625 inch the vertical
alignment between adjacent passes of the cutting head. Begin and end grinding lines normal to the direction of vehicle
travel. Grind the surface so corrugations are parallel to the pavement edge with ridges 0.0625 inch, ±0.03125 inch
higher than the valleys of the corrugations.
5.0 MEASUREMENT AND PAYMENT
The Engineer will measure crack and spall filling by the linear foot. Any required grinding of cracks and
spalls filled under this contract are subsidiary to the bid item Crack Filling.
The Engineer will measure surface grinding of KDOT filled cracks and spalls by the linear foot.
Payment for "Crack Filling" and "Surface Grinding" at the contract unit prices is full compensation for the
specified work.
03-21-12 M&R (GMS)
1
Millings shall become property of the contractor and removed from the project.
2
Total
Location
Beginning of Project
Ramp WB K4 to US 40
Ramp US 40 to WB K4
Ramp EB K4 to US 40
Ramp US 40 to EB K4
KDOT Sub-area Drive Entrance
End of Project
TYPICAL TRANSITION
5/8” Asphalt Mixture
13.5 ft.
3
(89) Shawnee Co. Date: 3/24/2015 10:04 AM
PROJ. NO.40-89 KA 3732-01
Final Surface
1”
Description
74'*13.5'/9
35'*13.5'/9
28'*13.5'/9
35'*13.5'/9
28'*13.5'/9
48'*13.5'/9
44'*13.5'/9
Point of Termination
(End of Project, Bridge,
RR x-ing, etc.)
5/8 in.
Existing Surface
or Bridge end
TYPICAL TAPER RATIO
25’
438
Sq. Yd.
111
52.5
42
52.5
42
72
66
TITLE: MILLING TRANSITION
KANSAS DEPARTMENT OF TRANSPORTATION
Milled Surface
ASPHALT APPROACH OVERLAY: The approach and exit overlay shall be Asphalt Mixture, as
specified on the plans or paid by the bid item designated. The overlay shall taper from the existing
surface in a manner that will provide a smooth transition in grade as shown. Milled material shall be
disposed of in a manner and at a location approved by the Engineer or as otherwise designated on the
plans or notes.
70
4
5
6
7
40-89 KA 3732-01
8
40-89 KA 3732-01
Project No.
40-89
KA3732-01
3732-01
4-89 KA
RECAPITULATION OF QUANTITIES
TOTAL
ITEMS
UNITS
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4")
lnft
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6")
lnft
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(8")
lnft
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12")
lnft
PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4")
lnft
PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6")
lnft
PAVEMENT MARKING (MULTI-COMPONENT)(BLACK)(6")
lnft
lnft
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(4")
lnft
9,648
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(6")
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(8")
lnft
lnft
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(12")
lnft
10,380
PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4")
PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6")
lnft
lnft
606
PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(12")
lnft
PAVEMENT MARKING (EPOXY)(WHITE)(4")
lnft
PAVEMENT MARKING (EPOXY)(WHITE)(6")
lnft
PAVEMENT MARKING (EPOXY)(WHITE)(8")
lnft
PAVEMENT MARKING (EPOXY)(WHITE)(12")
lnft
PAVEMENT MARKING (EPOXY)(YELLOW)(4")
lnft
PAVEMENT MARKING (EPOXY)(YELLOW)(6")
lnft
PAVEMENT MARKING (EPOXY)(YELLOW)(12")
lnft
PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (12")
lnft
203
PAVEMENT MARKING (INTERSECTION GRADE)(WHITE)(24")
PAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)(12")
lnft
lnft
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
(WHITE) (R/R XING)
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
(WHITE) (Lt Turn Arrow)
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
(WHITE) (Rt Turn Arrow)
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
(WHITE) ( ONLY )
EACH
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
(WHITE) (Lt/Thru Arrow)
EACH
PAVEMENT MARKING REMOVAL
EACH
8
7
EACH
EACH
lnft
NOTE:
WORDS & SYMBOLS SHALL CONFORM TO THE LATEST
EDITION OF "STANDARD ALPHABETS FOR HIGHWAY SIGNS
AND PAVEMENT MARKINGS" PRINTED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADMINISTRATION.
PRIOR TO COMMENCEMENT OF PAVEMENT MARKING WORK
THE ENGINEER WILL ESTABLISH THE LIMITS FOR "NO
PASSING" ZONES. THESE LIMITS SHALL BE USED FOR THE
LOCATION OF " NO PASSING" LINES AND FOR THE
COMPUTATION OF ACTUAL MARKING QUANTITIES FOR THIS
LINE TYPE
9
SUMMARY OF TRAFFIC CONTROL DEVICES
(FOR INFORMATION ONLY)
All traffic control devices shall be placed in accordance with the KDOT Traffic
Control Standards. The contractor shall provide all signs and other traffic control
devices for proper traffic control of all construction activities. Quantities listed are
estimates only. Quantities are typical for TE720 and TE730. Contractor
operations may require additional traffic control devices.
* QUANTITY USED ON THE PROJECT AT ANY ONE TIME
WORK ZONE SIGNS *
SIZE – SQ. FT.
SIGN
NO.
0-9.25
R2-1
R4-1
W3-4
W3-5
W8-11
W14-3
W20-1
W20-4
W20-5
W20-7
W21-5
9.26-16.25
16.26 & OVER
2
2
RECAPITULATION OF QUANTITIES
ITEM
QUANTITY
UNIT
WORK ZONE SIGNS (0 TO 9.25 SQ. FT.)
EADA
WORK ZONE SIGNS (9.26 TO 16.25 SQ. FT.)
EADA
WORK ZONE SIGNS (16.26 SQ. FT. & OVER)
EADA
WORK ZONE BARRICADES (TYPE III – 4’ TO 12’)
EADA
CHANNELIZER (FIXED)
EADA
CHANNELIZER (PORTABLE)
EADA
WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY)
EADA
WORK ZONE WARNING LIGHT (RED TYPE “B” HIGH INTENSITY)
EADA
ARROW DISPLAY
EADA
PORTABLE CHANGEABLE MESSAGE SIGN
EADA
PAVEMENT MARKING (TEMPORARY)
STA./LINE
2
2
4" SOLID (TYPE II TAPE OR PAINT)
STA./LINE
4" BROKEN(8')(TYPE II TAPE OR PAINT)
STA./LINE
2
4" BROKEN(8')(FLEXIBLE RAISED PAVEMENT MARKER)
STA./LINE
4" BROKEN(3')(TYPE I TAPE OR PAINT)
STA./LINE
4" BROKEN(3')(TYPE II TAPE OR PAINT)
STA./LINE
4" BROKEN(3')(FLEXIBLE RAISED PAVEMENT MARKER)
STA./LINE
4" DOTTED EXTENSION(TYPE I TAPE OR PAINT)
STA./LINE
4" DOTTED EXTENSION(TYPE II TAPE OR PAINT)
STA./LINE
6
SOLID (LINE MASKING TAPE)
STA./LINE
BROKEN (LINE MASKING TAPE)
STA./LINE
2
PAVEMENT MARKING REMOVAL
LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY)
LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY)
LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE)
LIN. FT.
34
4" BROKEN(8')(TYPE I TAPE OR PAINT)
G20-4
Kg 20-5
KM4-20
KG20-2
KI-104a
KI-105a
201
4" SOLID (TYPE I TAPE OR PAINT)
2
2
2
STA./LINE
INERTIAL BARRIER SYSTEM
EACH
WORK ZONE WARNING LIGHT
(TYPE “A” LOW INTENSITY)
WORK ZONE WARNING LIGHT
(RED TYPE ”B” HIGH INTENSITY)
REPLACEMENT MODULES
EACH
WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS)
EACH
WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER)
EACH
ARROW DISPLAY
TEMPORARY RAISED PAVEMENT MARKER (TYPE I)
EACH
LIGHTED DEVICES *
PORTABLE CHANGEABLE MESSAGE SIGN
BARRICADES *
TYPE III (4’ TO 12’)
TEMPORARY RAISED PAVEMENT MARKER (TYPE II)
CHANNELIZING DEVICES *
FIXED
PORTABLE
EACH
TRAFFIC SIGNAL INSTALLATION (TEMPORARY)
LUMP SUM
TRAFFIC CONTROL (INITIAL SET UP)
LUMP SUM
TRAFFIC CONTROL
LUMPSUM
LUMP SUM
1
HOUR
FLAGGER (SET PRICE)
50
SUMMARY OF TRAFFIC CONTROL DEVICES
(EACH)
TWORKS SIGN ASSEMBLY (SMALL)
EACH
TWORKS SIGN ASSEMBLY (LARGE)
EACH
TWORKS SIGN ASSEMBLY (INSTALL ONLY)
WORK ZONE SIGN (SPECIAL)
SIGN NO.
16.25 SQ. FT. & LESS
16.26 SQ. FT. & OVER
NOTES:
REPLACEMENT MODULES (FOR INFO ONLY)
F-200
3
2
1
NO.
F-400
F-700
10/16/12
10/4/11
8/8/07
DATE
MODIFIED PAVEMENT MARKING REQUIREMENTS
ADDED IBS QUANTITIES, ADDED TWORKS QUANTITY
2007 SPEC REVISION
REVISIONS
J.A.M
J.A.M.
M.B.
BY
KANSAS DEPARTMENT OF TRANSPORTATION
F-1400
SUMMARY OF DEVICES
AND
RECAPITULATION OF QUANTITIES
F-2100
TEMP.IMPACT ATTENUATOR MODULES
TE795
TL-2
FHWA APPROVAL
DESIGNED
DESIGN CK.
TL-3
10/10/13
10/16/12
DETAILED
DETAIL CK.
APP’D
DESIGNED
DESIGN CK.
NOSE PIECE
Shawnee Co.
Proj. No. 40-89 KA 3732-01
10
Title:
DETAILED
DETAIL CK.
K.P.
K.P.
A.A.A.
APP’D