This section describes the requirements for furnishing and installing a surface for pavement consisting of a compacted mixture of coarse and fine aggregates and asphaltic material. Paving construction will be on stabilized subgrades and/or base to conform to the lines, grades, compaction thickness and the typical cross sections as shown on the plans.
(Ordinance 2007-106, App. B, adopted 3/20/07)
The work performed and materials furnished for hot mix asphaltic concrete pavement shall be measured and paid for in accordance with the Bid Form. Prime and/or tack coat shall be considered a part of the asphaltic concrete surface course and no separate payment will be made for this work and materials unless specifically indicated otherwise on the Bid Form. The bid price will be complete compensation for all equipment, materials, labor, and supervision required to construct asphaltic concrete surface course as shown on the plans.
(Ordinance 2007-106, App. B, adopted 3/20/07)
The applicable provisions of the following standards shall apply as if written here in their entirety:
AASHTO American Association of State Highway and Transportation Officials
TxDOT Texas Department of Transportation Construction Bulletin No. 14
TxDOT Texas Department of Transportation - Standard Specifications For Construction of Highways, Streets and Bridges
(Ordinance 2007-106, App. B, adopted 3/20/07)
Hot mix asphaltic concrete pavement shall include prime coat and/or tack coat, and asphaltic mixture. Adjustment of the elevation of manhole frames and covers, valve boxes, and other such utility access structures to match the surface elevation of the new pavement shall be considered a part of the pavement operation.
(Ordinance 2007-106, App. B, adopted 3/20/07)
Submit the following for the review and approval of the City of Magnolia, Engineer or the designated representative of the Engineer:
A. 
Samples and tests of coarse aggregate and fine aggregate.
B. 
Samples of any mineral filler.
C. 
Hot mix asphaltic concrete mix design and test results.
The number of copies of all submittals that are required to be submitted shall be as stipulated by the Engineer or the designated representative of the Engineer. The Engineer or designated representative of the Engineer shall also determine the quantities of material samples that are to be submitted for testing or visual inspection.
(Ordinance 2007-106, App. B, adopted 3/20/07)
The Contractor shall provide and pay for laboratory test results for all the materials to be incorporated into the asphaltic concrete as well as the asphaltic concrete mix. The Contractor must furnish, operate, and maintain templates, straight edges, scales, and other measuring and weighing devices necessary for proper construction and checking of work.
(Ordinance 2007-106, App. B, adopted 3/20/07)
No asphaltic mixture, prime coat, nor tack coat shall be placed when the air temperature is 50°F or below and falling but it may be placed when the temperature is 40°F and rising. Temperature readings shall be taken in the shade away from artificial heat. Place asphaltic mixtures only when weather conditions are suitable, in the opinion of the Engineer or the designated representative of the Engineer.
(Ordinance 2007-106, App. B, adopted 3/20/07)