FP1017360 SoW - Repair Red Carpet on Main Parking Apron F7001.pdf

January 9, 2023

Statement of Work

REMOVE AND REPLACE RED CARPET BRICKS ON MAIN PARKING

APRON, F7001

VANCE AIR FORCE BASE, OKLAHOMA

FACILITY PROJECT ID: 1017360

PREPARED BY: JOMARA ORTIZ

400 Young Road Vance AFB, OK 73705 580.213.7174

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INDEX

PART 1 GENERAL

1.01. LOCATION

1.02. SCOPE OF WORK

1.03. SCHEDULE OF WORK

1.04. WORKING HOURS

1.05. CONTRACTOR’S REPRESENTATIVE

1.06. PROVIDED SERVICES AND UTILITIES

1.07. INSPECTION

1.08. EXCESS MATERIALS (EXCLUDING HAZARDOUS MATERIALS OR WASTE)

1.09. SPECIAL MATERIALS

1.10. MATERIALS

PART 2 EXECUTION

2.01. SITE SAFETY REQUIREMENTS

2.02. INSTALLATION

PART 3 SITE INFORMATION

PART 4 APPENDICES

4.01. APPENDIX A – SITE PHOTOS

4.02. APPENDIX B – SCHEDULE C

4.03. APPENDIX C – SPECIFICATIONS

4.04. APPENDIX D – DRAWINGS

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PART 1 GENERAL

1.01. LOCATION

A. Location of work to be accomplished under this statement of work is at Vance Air Force

Base (AFB). Vance AFB is located three miles south of the city of Enid, Oklahoma. The project is located on the main parking apron (within the Airfield), west of the Flight Line

Road and Facility 155 Airfield Operations; latitude 36°20'27.602" N and longitude

97°54'27.463" W. The work consists of removing existing pavers/bricks, and replacing with Portland cement concrete, colored red and stamped to resemble bricks.

1.02. SCOPE OF WORK

A. The Contractor shall furnish all supervision, labor, equipment, consumable materials, supplies, tools and other items to complete the construction as listed in the scope of work. All quotes shall include all shipping charges for completion of the project. The contractor will coordinate all work with ASRC Federal Field Services (AFFS) Construction

Management prior to execution. The list of items below are to be considered the general scope of work for the project.

B. The project consists of the following:

1. Saw cut and remove existing bricks on main parking apron.

2. Repair spalls on pavement adjacent to the red carpet area, complete‐in‐place.

3. Install Portland cement concrete complete‐in‐place, colored red and stamped to resemble bricks.

4. Protect construction zone with low profile plastic airport barricades, lighted and with hi intensity sheeting.

5. Monitor, clean and prevent Foreign Object Debris (FOD) from propagating on the apron every day. Contractor to use a vacuum sweeper truck to complete this task, and/or any other means to control FOD.

6. Provide an inventory of tools, equipment and other items on Contractor’s vehicles and equipment to the Construction Manager to comply with the flight and safety ground procedures. Contractor to check his inventory daily, before and after work, to ensure no tools, equipment or any other items remain on the apron at the end of the workday.

580.213.7174

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C. Clean site to preconstruction or better.

D. The Contractor shall provide a standard 1 year Construction Warranty for all labor and material from date of the base’s acceptance of completion in accordance with Federal Acquisition Regulation (FAR) clause 52.246‐21.

E. As part of the bid package the Contractor shall submit a completed copy of APPENDIX B –

SCHEDULE C.

F. Proposals must be valid for a minimum of 90 days.

G. Owner reserves the right to reject any bid which does not completely satisfy the scope of work above.

H. Existing Utilities will be marked by Vance AFB if below ground work is to be conducted.

The Contractor shall maintain utility markings after base personnel have located them.

The Contractor shall obtain an approved Air Force Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST before beginning any below grade work. The Contractor is responsible for repairing any utility damaged during construction.

1.03. SCHEDULE OF WORK

A. The Contractor shall be responsible for establishing a schedule to meet construction time.

B. The Contractor shall submit a schedule of all project work in advance to AFFS

Construction Management indicating all work activities including required interruptions of utilities, facilities activities, or traffic flow.

C. The Contractor shall complete work on this contract such that interferences to necessary activities within and adjacent to the construction site are minimized and all Government property and personnel are protected from incidental damage at all times.

D. The Contractor shall coordinate work of all trades to prevent any conflicts. The

Contractor shall resolve any conflicts of components before proceeding with construction.

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1.04. WORKING HOURS

A. Normal working hours are from 7:00 a.m. to 4:45 p.m., Monday through Friday. Night, weekend and holiday work will be subject to approval by the AFFS Construction

Management. The Contractor must provide a written request of their intention to work at such times to the AFFS Construction Management 48 hours in advance of the specified time.

B. The Contractor shall perform all work during normal working hours except as otherwise approved to accommodate agreed upon "shut‐downs" and other required "after hours" work. At no time will any facility have their services or utilities disrupted during normal working hours without prior approval from the AFFS Construction Manager.

C. The Contractor shall have all materials delivered during normal working hours and will have a representative present to receive shipments. The Contractor shall ensure all delivery vehicles have sufficient project information and are prepared to undergo inspection upon entering the installation. This includes name and address of the project site, name of prime contractor and a point of contact for delivery.

D. The Contractor is responsible for obtaining passes to enter the installation. The

Contractor shall coordinate with AFFS Construction Manager to obtain approval and documentation for application of passes/ID.

1.05. CONTRACTOR’S REPRESENTATIVE

A. A representative of the Contractor shall directly supervise accomplishment of this work.

The representative will be responsible for coordinating all phases of work with the AFFS

Construction Management. The representative shall be on the job site or readily accessible at all times work is being performed and shall have authority to execute no cost field changes on behalf of the Contractor if agreed to by all parties involved.

B. The Contractor’s representative shall be responsible for all quality control of the job site and will be held responsible by the AFFS Construction Management for the removal and installation of all products in accordance with the statement of work. The representative shall be competent and familiar with all phases of work under their authority. The representative will provide telephone (main and cell phone) contact numbers. These telephone numbers shall be on record with the AFFS Construction Management.

1.06. PROVIDED SERVICES AND UTILITIES

A. All reasonable required amounts of electric power will be made available to the

Contractor at the discretion of AFFS Construction Management from the nearest suitable and available connection.

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B. All reasonable required amounts of water will be made available to the Contractor at the discretion of AFFS Construction Management.

C. The Contractor shall be required to provide their own latrines.

1.07. INSPECTION

A. The work shall be conducted under the general direction of the AFFS Construction

Management and is subject to the inspection of the AFFS Construction Manager and

Government Representative to ensure strict compliance with the terms of the contract.

1.08. EXCESS MATERIALS (EXCLUDING HAZARDOUS MATERIALS OR WASTE)

A. All waste materials resulting from execution of work shall become the property of the

Contractor. The Contractor shall haul all non‐hazardous waste off of Vance AFB and dispose of it in a legal manner.

B. The Contractor shall be required to control all foreign objects debris from exiting the job site at all times.

C. At no time shall the Contractor dispose of any recyclable materials in the landfill. All recyclable material shall be taken to an approved recycling center at no cost to the government.

1.09. SPECIAL MATERIALS

A. Prohibited Material: The manufacturer of materials to be used shall certify the products do not contain mercury, toluene, chlorinated solvents, hydrolysable chlorine derivatives, ethylene base glycol ethers and their acetates, nor any carcinogen, as defined in 29 CFR

1910.1200. Materials used shall not contain lead and hexavalent chromium compounds.

B. At no time shall class 1 Ozone Depleting Chemical (ODC’s) be specified and shall not be used unless otherwise allowed by AFFS Construction Management.

1.10. MATERIALS

A. Copies of all materials are to be submitted to the AFFS Construction Management and must be approved prior to purchasing any items. All hazardous chemicals used on the project are required to have Safety Data Sheets approved by the Vance Environmental

Office prior to transport to the installation. All hazardous waste generated by the project shall become the property of Vance AFB for proper disposal.

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PART 2 EXECUTION

2.01. SITE SAFETY REQUIREMENTS

A. All work shall be done in compliance with the safety standards as defined in AFMAN 91‐

203, Air Force Occupational Safety, Fire, and Health Standards.

https://www.e‐publishing.af.mil/Product‐Index/#/?view=pubs&orgID=10141&catID=1&series=39&modID=449&tabID=131

B. The Contractor shall comply with all applicable standards and provisions of the

Occupational Safety and Health Act (OSHA) (29 CFR OSHA 1926).

C. The Contractor shall take all necessary and prudent safety precautions to ensure safety of the workforce and other exposed personnel.

D. The Contractor shall coordinate all requests for entry to the airfield or Air Force control/restricted areas through AFFS Construction Management.

E. The Contractor is responsible for completing the vehicle operator training when driving in the Airfield. Contractor to coordinate through AFFS Construction Management.

2.02. INSTALLATION

A. The duration of the project is 60 calendar days. The Contractor shall have up to 30 calendar days of nonperformance for mobilization and material lead time. If material lead time shall be greater than 30 days, the nonperformance period may be extended with permission of the AFFS Construction Management and approval by AFFS Local Purchase.

All work shall be completed within 30 calendar days after starting work.

B. All materials must meet the Buy American Act.

C. All materials must be included in preconstruction submittals for approval by AFFS

Construction Management prior to construction.

D. The Contractor shall be responsible for the repairs of any property damage as a result of

Contractor negligence.

E. Installation shall include all items listed in the scope of work, section 1.02, and any incidental work necessary to provide a complete and usable finished product.

F. The Contractor shall restore all areas disturbed during the execution of this project to the original or better condition. Contractor shall remove equipment and material from the site upon completion of work as directed by AFFS Construction Management.

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PART 3 SITE INFORMATION

Figure 1. Project Location

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PART 4 APPENDICES

4.01. APPENDIX A – SITE PHOTOS

Figure 2. Northeast corner, looking east Figure 3. Southwest corner, looking east

Figure 4. Air Force Logo Figure 5. Uneven bricks

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4.02. APPENDIX B – SCHEDULE C

*See attached documents

4.03. APPENDIX C – SPECIFICATIONS

*See attached documents

4.04. APPENDIX D – DRAWINGS

*See attached documents

END OF STATEMENT OF WORK

APPENDIX B ‐ SCHEDULE C

Facility Project ID: 1017360 Project Name: Repair Red Carpet Bricks on Main Parking Apron, F7001

UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL

Base Bid

1 Mobilization LS 1 ‐$ 2 Demo Existing Paving Material CY 27 ‐$ 3 Full depth patch repair, 4500 psi P.C. Concrete, 50‐65 SF, 10"‐12" depth EA 2 ‐$

Install 12‐in P.C. Concrete, 4500 psi, Stamped, Red Color, Complete ‐ In‐ Place CY 27 ‐$

5 Install 6‐in Flowable Fill 1500 psi CY 14 ‐$ 6 Traffic Control LS 1 ‐$ 7 Daily Sweeping Apron LS 1 ‐$ 8 Final Clean‐Up LS 1 ‐$ 9 Total Cost Base Bid (Sum of lines 1 through 8) ‐$

Contractor's Name: Date:

Address:

Phone Number:

E‐mail address:

CONCRETE PAVEMENT FOR AIRFIELD AND OTHER HEAVY DUTY PAVEMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture.

C. Shop Drawings: For steel reinforcement.

D. Material test reports.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

B. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5.

2. ACI 305R, "Guide to Hot Weather Concreting".

3. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

C. Preinstallation Conference: Conduct conference at Project site.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

SECTION 32 13 11 PAGE 1

APPENDIX C- SPECIFICATIONS FP1017360

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice."

C. Joint Dowel Bars: ASTM A616/A615M, Grade 60, plain-steel bars; zinc coated (galvanized) after fabrication according to ASTM A767/A767M, Class I coating. Cut bars true length with ends square and free of burns.

2.3 CONCRETE MATERIALS

A. Cementatious Material: Use the following cementatious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type I/II.

B. Normal-Weight Aggregates: ASTM C 33, graded, 1-inch nominal maximum coarse-aggregate size.

1. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

D. Air-Entraining Admixture: ASTM C 260.

E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

2.4 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

SECTION 32 13 11 PAGE 2

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

C. Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C 494/C 494M, Type C.

1. Available Products:

a. Boral Material Technologies, Inc.; Boral BCN.

b. Euclid Chemical Company (The); Eucon CIA.

c. Grace Construction Products, W. R. Grace & Co.; DCI.

d. Master Builders, Inc.; Rheocrete CNI.

e. Sika Corporation; Sika CNI.

2.5 VAPOR RETARDERS

A. Plastic Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-sensitive tape.

B. Plastic Vapor Retarder: ASTM E 1745, Class C, or polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25 mm) thick. Include manufacturer's recommended adhesive or pressure-sensitive joint tape.

2.6 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound:

ASTM C 1315, Type 1, Class A.

2.7 CONCRETE MIXTURES

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301/305R.

B. Proportion normal-weight concrete mixture as follows:

SECTION 32 13 11 PAGE 3

1. Minimum Compressive Strength: 4500 psi (650 psi Flexural Strength) at 28 days.

2. Maximum Water-Cementitious Materials Ratio: 0.45.

3. Slump Limit: 4 inches for concrete with verified slump of 2 to 4 inches before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch.

4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-inch nominal maximum aggregate size.

2.8 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.9 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 FORMWORK

A. Design, erect, shore, brace, and maintain formwork according to ACI 301 to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete.

3.2 VAPOR RETARDERS

A. Plastic Vapor Retarders: Place, protect, and repair vapor retarders according to ASTM E 1643 and manufacturer's written instructions.

1. Lap joints 6 inches and seal with manufacturers recommended tape.

2. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

SECTION 32 13 11 PAGE 4

3.3 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

3.4 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Engineer.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:

1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

2. Filling of Joints: - After the concrete cures, fill joints with a self leveling non hardening sealer.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations.

3.5 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.

1. Consolidate placed concrete with mechanical vibrating equipment according to

ACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 305.R.

3.6 FINISHING FORMED SURFACES

A. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete where indicated:

SECTION 32 13 11 PAGE 5

1. Smooth-Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process.

B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated.

3.7 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.

2. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

3. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat.

Maintain continuity of coating and repair damage during curing period.

3.8 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by the Construction Office. Remove and replace concrete that cannot be repaired and patched to Construction Office's approval.

3.9 FIELD QUALITY CONTROL

A. Testing and Inspecting: Contractor shall engage a qualified independent testing and inspecting agency to perform field tests of 1:4 random batch selection, and prepare test reports.

SECTION 32 13 11 PAGE 6

1. Testing Services: Tests shall be performed according to ACI 301.

2. A failed test indicates concrete is to be replaced.

END OF SECTION

SECTION 32 13 11 PAGE 7

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 CHANNEL STREET

SUITE 138

VANCE AIR FORCE BASE

ENID, OKLAHOMA

580.213.7076

DRAWING INTENDED TO BE 11"X17"1 12" ACTUAL SIZE

DRAWN BY:

CHECKED BY:

FP NUMBER:

DATE:

DESIGN STAGE:

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APPENDIX D

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AND GROUT IN NEW 1" DIA. SMOOTH DOWEL

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AND NEW PAVING EXTENDED

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TRANSITION SLAB TO BE REMOVED

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SLAB OR EXISTING 6'-0" WIDE

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NEW 6'-0" WIDE TRANSITION

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MAY BE FOUND IN THE EXISTING SLABS

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EXSITING KEYWAY MALE OR FEMALE

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%%UPAVEMENT AND NEW CONCRETE TRANSITION SLAB

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%%UTYPICAL CONSTRUCTION JOINT BETWEEN NEW

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%%UCONSTRUCTION JOINT DETAIL BETWEEN NEW

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%%ULONGITUDINAL NORTH TO SOUTH DOWELED

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%%UTRANSVERSE EAST TO WEST EXPANSION JOINT

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SAW NEW JOINT

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NEW 12" CONCRETE PAVEMENT

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CONCRETE PAVEMENT OR EXISTING

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PAVEMENT CONSTRUCT NEW 12"

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REMOVE 6' WIDE TRANSITION

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3/4" PREFORMED EXPANSION JOINT

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%%UJOINT "F"

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1'-8" LONG AT 15" O.C.

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TYPICAL PERIMETER JOINT DETAIL 1

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%%UCONCRETE SLABS

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NOTE: PROVIDE METAL CHAIRS TO THE

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TO BE ANCHORED INPLACE AND BARS

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ALIGNED PRIOR TO PLACING CONCRETE

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SATISFACTION OF THE ENGINEER

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%%UDETAIL BETWEEN NEW CONCRETE SLABS

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PLACE EVERY 6 SLABS OR TO MATCH EXISTING JOINT PATTERN

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(TYP. BOTH NEW AND EXISTING)

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%%UJOINT "E"

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JOINT SEALED WITH PREFORMED

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JOINT SEAL MATERIAL

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(SEE JOINT DETAIL 2)

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LONG AT 15" O.C., EPOXY COATED

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1-1/4" DIA. SMOOTH DOWEL 1'-8"

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%%UJOINT "D"

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%%UEAST TO WEST CONSTRUCTION JOINT DETAIL

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FORMED COLD JOINT

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END OF DAY

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%%UTRANSVERSE OR LONGITUDINAL

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%%UTRANSVERSE SAWED CONTRACTION

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%%UJOINT "B"

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SEAL MATERIAL (SEE JOINT DETAIL 2)

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JOINT SEAL WITH PREFORMED JOINT

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%%UJOINT "C"

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NEXT DAY POUR

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JOINT SEALED WITH PREFORMED

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#4 REBAR 12"O.C.E.W.

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(TYPICAL BOTH NEW AND EXISTING)

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(SEE JOINT DETAIL 2)

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JOINT SEAL MATERIAL

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%%UNEW AND EXISTING CONCRETE

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%%UTYPICAL LONGITUDINAL OR TRANSVERSE

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%%UJOINT "A"

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%%UEXPANSION JOINT DETAIL BETWEEN

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NEW 12" THICK CONCRETE

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THICKENED EDGE

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PAVEMENT DEPTH 15"

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TO NEAREST JOINT

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COMPACTED BASE COURSE

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#4 REBAR 12" O.C.E.W.

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JOINT SEALED WITH PREFORMED

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JOINT SEAL MATERIAL

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(SEE JOINT DETAIL 2)

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NEW 6" BASE PREPARED BASE COURSE

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3/4" PREFORMED EXPANSION

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PAVEMENT THICKENED TO 12 1/2"

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EXISTING 10" P.C. CONCRETE

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TYPICAL PERIMETER JOINT DETAIL 1

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LIME TREATED OR UNTREATED

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JOINT MATERIAL

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NEW OR EXISTING P.C. CONCRETE

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NEW OR EXISTING P.C. CONCRETE

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%%UDETAIL OF EXPANSION JOINT

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%%UDETAIL OF SAWED CONTRACTION JOINT

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SEALANT

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WIDEN NEW JOINT TO

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1/8" BELOW THE SLAB SURFACE

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SILICONE JOINT SEALANT

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2 PLYS OF NEW 3/4"

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NON-EXTRUDING POLYMER

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EXPANSION JOINT MATERIAL

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AutoCAD SHX Text INITIAL SAW CUT 1/8 IN. x 1 IN.

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FOAM JOINT

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BACKING MATERIAL

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%%UTYPICAL COMPRESSION SEAL JOINT DETAIL 2

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BOND BREAKER

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TOP OF SEAL 1/8" BELOW

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PRE-FORM COMPRESSION SEAL

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%%UTYPICAL PERIMETER JOINT

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BELOW PAVEMENT SURFACE

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WIDTH

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1/2" WIDEN

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TOP OF SEAL 1/8"

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INITIAL SAWCUT

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%%UDETAIL 1

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5/8" DIA. BACKER ROD TYP.

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PAVEMENT SURFACE

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INITIAL SAWCUT

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1/8" SAWCUT

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SEALANT

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ASTM 1751

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SATISFACTION OF THE ENGINEER

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ALIGNED PRIOR TO PLACING CONCRETE

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TO BE ANCHORED INPLACE AND BARS

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NOTE: PROVIDE METAL CHAIRS TO THE

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1-1/4" DIA. SMOOTH DOWEL 1'-8"

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LONG AT 15" O.C., EPOXY COATED

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1-1/4" DIA. SMOOTH DOWEL 1'-8"

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LONG AT 15" O.C., EPOXY COATED

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EXPANSION BOARD

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 CHANNEL STREET

SUITE 138

VANCE AIR FORCE BASE

ENID, OKLAHOMA

580.213.7076

DRAWING INTENDED TO BE 11"X17"1 12" ACTUAL SIZE

DRAWN BY:

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DESIGN STAGE:

7/25/22

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APPENDIX D

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(FOR BID PURPOSES BOTH SECTIONS ARE TO BE CONSIDERED EQUAL)

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UNDER ITEM, OR AS DIRECTED ON

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BID A UNIT PRICE FOR THAT SECTION

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ONE TYPICAL PAVING SECTION AND

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NOTE: CONTRACTOR SHALL CHOOSE

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PREPARED BASE COURSE

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COMPACTED UNTREATED SUBGRADE

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STRENGTH LEAN MIX CONCRETE

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1500 PSI COMPRESSIVE

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%%UTYPICAL PAVING SECTION

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%%UBACKFILL DETAIL FOR THE EDGE

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CONTRACTORS OWN EXPENSE INCLUDING SEEDING

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TO THE ORIGINAL CONDITION AT THE

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SHOULDER IS TO BE RE-ESTABLISHED

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%%UOF NEW SLABS WITH SHOULDER

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DETAILS OF SPALLED JOINT REPAIR

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%%UFINISHED SPALL REPAIR

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%%UPREPERATION-SECTION "A"

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%%UREMOVAL-SECTION "A"

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%%UPLAN OF SPALL

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PLACED BEFORE PLACING SEALANT

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CAULKING COMPOUND BEAD

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COMPACTED SUBGRADE

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LIME TREATED OR UNTREATED

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AutoCAD SHX Text 6"

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COMPRESSIVE STRENGTH FLOWABLE

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PREPARED BASE COURSE 350 PSI

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%%UFINISHED SPALL REPAIR

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COMPACTED LIME TREATED SUBGRADE

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FILL CONCRETE

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PREPARED BASE COURSE

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AutoCAD SHX Text 12"

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PAVEMENT STRUCTURE

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NEW P.C. CONCRETE

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BOND BREAKER

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STRENGTH CONCRETE

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700 PSI FLEXURAL

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%%UPREPARATION-SECTION "A"

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%%UREMOVAL-SECTION "A"

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%%UPLAN OF SPALL

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PRIME SURFACE W/POLYMER BINDER

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CUT JOINT SEPERATOR TO 5/8" BELOW P.C.C.

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SURFACE AND LEAVE IN GROOVE AS BLOCKING

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MATERIAL SHOULD THRE SEPERATOR BOARD BE

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REMOVED. BLOCKING MATERIAL SHALL BE

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PLACED BEFORE PLACING SEALANT

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REMOVED. BLOCKING MATERIAL SHALL BE

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MATERIAL SHOULD THRE SEPERATOR BOARD BE

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SURFACE AND LEAVE IN GROOVE AS BLOCKING

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CUT JOINT SEPERATOR TO 5/8" BELOW P.C.C.

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SURFACE OF REPAIR

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LEVEL ACROSS JOINT

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SEALANT-SEE JOINT DETAIL 1

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OLD REPLACEMENT MATERIALS AND

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SEALANTS BACK TO SOUND CONCRETE

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REMOVE ALL LOOSE CONCRETE

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BLOW CAVITY CLEAN W/COMPRESSED AIR

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POLYMER CONCRETE

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JOINT SEPARATOR

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CAULKING COMPOUND BEAD AS

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REQUIRED TO MAKE FULL CONTACT

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W/JOINT SEPARATOR

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FEATHER EDGE

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BOTTOM OF THE SPALL CAVITY

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CAREFULLY CUT TO CONFORM TO THE SHAPE

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1/2"POLYETHYLENE FOAM JOINT SEPARATOR

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SAW CUT 1 1/2"

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MINIMUM DEPTH

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JOINT

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SPALLED AREA

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JOINT

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HORIZONTAL AND VERTICAL SURFACE

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ASPHALT REPAIR TYPICAL TO ALL

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APPLY TACK COAT PRIOR TO PLACING

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SAWCUT EXISTING PAVEMENT

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EXISTING ASPHALT PAVEMENT

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%%UAND EXISTING ASPHALT/CONCRETE PAVING

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%%UTYPICAL ASPHALT/CONCRETE REPAIR AT

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PREPARED BASE COURSE

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%%UINTERSECTION OF NEW PAVING

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LIME TREATED OR UNTREATED SUBGRADE

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NEW 12" CONCRETE PAVEMENT EDGE

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UNDISTURBED SUBGRADE

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BOTH SIDES AND SEAL W/JOINT SEAL MATERIAL

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SAWCUT ASPHALT 1 1/2" X 3/8" WIDE

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FORMING

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TO ACCOMODATE

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SEE JOINT DETAIL 1

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1'-0"MIN.

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FULL DEPTH

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ASPHALT REPAIR/CONCRETE

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FULL DEPTH TYPE "C"

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APPLY BONDING GROUT TO

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AND REPLACE WITH SPALL REPAIR MIX

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REMOVE SPALLED CONCRETE

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CUT TO SHAPE OF BOTTOM OF SPALL

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CAULKING COMPOUND BEAD

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POLYMER CONCRETE

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SEALANT-SEE JOINT DETAIL 1

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FEATHER EDGES

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SURFACE OF REPAIR LEVEL

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ACROSS JOINT

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BLOW CAVITY CLEAN W/COMPRESSED AIR

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PRIME SURFACE W/POLYMER BINDER

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CAULKING COMPOUND BEAD AS REQUIRED

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TO MAKE FULL CONTACT W/JOINT SEPARATOR

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1/2"POLYETHYLENE FOAM SEPARATOR

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REMOVE ALL LOOSE CONCRETE, OLD

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REPLACEMENT MATERIALS AND SEALANTS

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BACK TO SOUND CONCRETE

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JOINT

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LOOSE OR DETERIORATED

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EXISTING PATCH

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SPALLED AREA

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JOINT

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%%UDETAIL OF SPALL REPAIR

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VARIABLE

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DEPTH OF PAVEMENT

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ALL EXPOSED SURFACES

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SHALL BE REPAIRED AT NO COST

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CONTRACTORS REMOVAL PROCESS

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NEW SPALLS AS A RESULT OF THE

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DOWN INTO SOUND P.C. CONCRETE A MINIMUM OF 2 IN.

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SAW CUT IS TO BE VERTICAL AND SHALL EXTEND

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P.C. CONCRETE AROUND THE PERIMETER OF SPALL.

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SAW CUT A MINIMUM OF 6 IN. OUT INTO SOUND

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TO THE GOVERNMENT

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%%UNOTE:

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SURFACE SPALL

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LIMIT OF

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PLANS, SPECIFICATIONS OR STATEMENT

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WORK.