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PCC Paving Inspection Exam 2026/2027 | 140+ Questions & Answers – Concrete Paving, Joints, Dowels, Curing & Quality Control | Louisiana DOTD

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This comprehensive PCC Paving Inspection LADOTD 2026/2027 exam study guide contains approximately 140+ questions and answers across 19 pages, providing detailed preparation for personnel studying Portland Cement Concrete (PCC) pavement inspection and construction requirements associated with the Louisiana Department of Transportation and Development (LADOTD). The material covers concrete placement, finishing and texturing, slip-form and fixed-form paving, vibration and consolidation, joints, dowel and tie bars, curing, concrete temperature limits, batching and delivery, traffic control, quality control, compressive strength, pavement thickness and inspection responsibilities. The opening section focuses extensively on PCC surface finishing and pavement texture. Students review allowable surface variation near slab edges, carpet-drag and metal-tine texturing, mechanical and handheld floating, longitudinal tube floats, bull floats, straightedge operations, strike-off bars and machine versus hand finishing. The document specifies practical inspection details such as setting the longitudinal tube float at a 45-degree angle to the pavement centerline, using straightedges to identify surface irregularities and applying water only as an approved fog spray when permitted during finishing. A major section addresses concrete placement, consolidation and field quality control. Questions cover internal and handheld vibrators, over-vibration, dowel assemblies, base preparation, batch certification forms, slump and air testing, jobsite water additions, agitating versus non-agitating delivery equipment and concrete placement time limits. The guide also reviews the responsibilities of the contractor's certified technician for mix-design development and quality control, as well as scale and meter calibration and requirements associated with the master proportioning table. The document provides particularly detailed coverage of PCC pavement joints. Students review transverse and longitudinal joints, Type CJ construction joints, Type EJ expansion joints, transverse butt joints, longitudinal construction joints, contraction joints, keyways and sleeper slabs. It explains that joints are used to manage cracking and movement in concrete pavement and examines when specific joint types are required. Questions also cover joint spacing, sawing, expansion sleeves, joint fillers, backing material, sealant depth and the use of compression seals. Dowel bars and tie bars receive extensive attention because of their importance to pavement performance. The guide distinguishes their functions: dowels provide load transfer across pavement joints, while tie bars help hold adjacent slabs together. Students review placement at approximately one-half the pavement thickness, dowel basket assemblies, smooth dowels for specified construction joints, epoxy-related requirements for butt joints and the consequences of improper dowel positioning. Joint sealing is likewise covered in depth, including silicone and polyurethane sealants, compression seals, lubricant adhesives, joint cleaning and prevention of water and incompressible-material infiltration. Another important section covers curing, weather limitations and pavement protection. The questions address white-pigmented curing compound, minimum curing periods, protection against rain using polyethylene sheeting, hot-weather evaporation and shrinkage cracking, concrete temperature restrictions and strength requirements before mechanical equipment can operate on completed pavement. Students also review form-removal timing and curing-compound coverage rates, making this portion particularly relevant to field inspection and acceptance decisions. The final pages integrate LADOTD specifications, concrete mixture requirements and acceptance criteria. Topics include PCC plant certification, scale accuracy, form dimensions and staking, grade stakes, slip-form paver components, vibration frequencies, Type B pavement slump, compressive-strength requirements, thickness-related payment adjustments and initial concrete set. Page 18, for example, tests pavement acceptance concepts involving lot-average compressive strength, percentage payment for thickness deviations, concrete temperature and minimum strength before equipment operation. Traffic-control responsibilities are also included. The document states that traffic-control management plans are generally expected to comply with the Manual on Uniform Traffic Control Devices (MUTCD) unless otherwise specified and tests requirements involving written traffic-control changes and traffic-control diaries. These concepts are supported by the Federal Highway Administration's MUTCD, which establishes national standards for traffic-control devices used on streets, highways and other public roadways. FHWA Manual on Uniform Traffic Control Devices For authoritative technical study, students should compare numerical answers in this review with the current Louisiana DOTD Standard Specifications, project plans, special provisions and applicable testing procedures. Construction specifications can change between editions, and project-specific requirements may supersede general provisions. The official Louisiana Department of Transportation and Development should therefore be treated as the primary source for current Louisiana highway construction requirements. Relevant Students: This document is particularly relevant for Louisiana DOTD PCC paving inspection candidates, LADOTD inspectors, transportation engineering technicians, highway construction inspectors, concrete paving inspectors, contractor quality-control technicians, construction engineering students and personnel preparing for PCC pavement inspection certification or assessment. It is especially useful for learners who need detailed review of concrete placement, paving equipment, joint construction, dowels, tie bars, curing, concrete testing, quality control and pavement acceptance. APA References: Federal Highway Administration. (2023). Manual on Uniform Traffic Control Devices for Streets and Highways (11th ed.). U.S. Department of Transportation. FHWA MUTCD Louisiana Department of Transportation and Development. (n.d.). Louisiana Department of Transportation and Development. State of Louisiana. Louisiana DOTD Keywords: PCC Paving Inspection Exam, PCC Paving Inspection LADOTD, LADOTD PCC exam, LADOTD paving inspection, Louisiana DOTD paving inspection, PCC inspection questions and answers, PCC paving study guide, PCC paving exam 2026, PCC paving exam 2027, Portland cement concrete pavement, concrete pavement inspection, concrete paving inspector, highway construction inspection, concrete finishing, concrete texturing, carpet drag, metal tine texture, slip form paving, fixed form paving, concrete straightedge, concrete vibration, concrete consolidation, concrete slump test, concrete air test, PCC quality control, concrete batch certification, concrete curing, curing compound, concrete temperature limits, pavement joints, transverse construction joint, transverse expansion joint, longitudinal construction joint, contraction joints, pavement joint sealing, dowel bars, dowel basket assemblies, tie bars, pavement load transfer, keyway concrete, compression seals, joint sealant, concrete compressive strength, pavement thickness inspection, traffic control plan, MUTCD, LADOTD specifications, Louisiana highway construction, PCC inspector certification

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PCC Paving Inspection LADOTD
2026/2027 Exam Questions and
Answers | Already Graded A+



For edges not along longitudinal joints, the surface within the 6 inches

adjacent to the edge shall not vary more than - ANSWER ✔✔1/4"


Conventional forms will not be required at slab edges along longitudinal

joints, provided the surface within the 6 inch width adjacent to the edge

does not vary more than - ANSWER ✔✔1/8"


Texturing of the concrete is to be done using a _______ and a ________

texturing device - ANSWER ✔✔carpet drag; metal tine


The carpet drag must be reasonably free from indentions over -

ANSWER ✔✔1/16" deep

,In slip form paving, the drag is usually attached to the - ANSWER

✔✔longitudinal float machine


Two approved methods of floating are - ANSWER ✔✔mechanical

and hand held

The longitudinal tube float is set at a __ angle to the centerline of the

slab. - ANSWER ✔✔45 degree


Following the mechanical, longitudinal tube float, the _____________

float may be used to smooth and fill open textured pavement areas. -

ANSWER ✔✔hand held


The vibratory, longitudinal bull float is only used - ANSWER ✔✔over

joints

T/F Excess water and loose material should be removed from the

surface with a 10 foot, metal, static straightedge. - ANSWER ✔✔True


T/F The handle of a straightedge must be approximately 5 foot longer

than 1/2 the width of the pavement slab. - ANSWER ✔✔False


T/F When working the straightedge, the blade is first worked at a 45

degree angle to the centerline and then with the blade parallel to the

centerline. - ANSWER ✔✔True

, T/F The straightedge operations should advance along the concrete slab

in successive stages of 5 feet. - ANSWER ✔✔True


T/F When performing straightedge operations, water may be thrown on

the surface to make the work easier. - ANSWER ✔✔False


If the application of water to the concrete surface is permitted during

finishing operations, it shall be applied as - ANSWER ✔✔fog spray


Screeds yield the _____ grade of the concrete slab - ANSWER

✔✔initial


_________ finishing will be required on all highway pavements or

_____, regardless of width. - ANSWER ✔✔Machine; ramps


Under what conditions will hand finishing be permitted? - ANSWER

✔✔1. If mechanical equipment breaks down. 2. Pavement not a principal

highway and width does not exceed 16 ft. 3. Area has regular

dimensions.


T/F A strike off bar is used to level the concrete. - ANSWER ✔✔True


T/F Prior to concrete placement and the paver in place, th DOTD

Inspector should use a string line to make sure the strike off is true to

line. - ANSWER ✔✔True



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