608.1 General Description
This work includes laying brick in mortar.
608.1.01 Definitions
General Provisions 101 through 150.
608.1.02 Related References
A. Standard Specifications Section 207—Excavation and Backfill for Minor Structures Section 834—Masonry Materials B. Referenced Documents General Provisions 101 through 150.
608.1.03 Submittals
General Provisions 101 through 150.
608.2 Materials
Ensure that the materials meet the requirements of the following specifications: Brick for Masonry 834 Mortar and Grout 834
608.2.01 Delivery, Storage, and Handling
General Provisions 101 through 150.
608.3 Construction Requirements
608.3.01 Personnel
General Provisions 101 through 150.
608.3.02 Equipment
General Provisions 101 through 150.
608.3.03 Preparation
General Provisions 101 through 150.
608.3.04 Fabrication
General Provisions 101 through 150.
608.3.05 Construction
A. Brick Selection Select brick for exposed surfaces, corners, etc. from brick approved as to color and uniformity. B. Laying Brick Follow these guidelines when laying brick: 1. Saturate the brick with water before laying it. 2. Lay the brick using the shove-joint method to bond it thoroughly into the mortar. 3. Arrange headers and stretchers to bond the mass thoroughly. 4. For straight masonry walls using stretcher courses, ensure that at least 1 course in 7 is a header course. 5. Finish joints properly as the Work progresses. Create joints at least 0.25 in. (5 mm) but no more than 0.5 in. (15 mm) thick. NOTE: Do not use spalls or bats except to shape around irregular openings or to use at corners. 6. Lay brick evenly and neatly. C. Observing Weather Limitations Do not lay brick in freezing weather or when the bricks contain frost, except with permission from the Engineer and when required. In hot and dry weather, protect the masonry and keep it wet for at least 48 hours after laying the brick. D. Backfilling Do not place backfill against the masonry until it is at least 7 days old. During cold weather, the restricted period may be longer as directed.
608.3.06 Quality Acceptance
All brick masonry shall present an even, uniform, neat, and workmanlike appearance.
608.3.07 Contractor Warranty and Maintenance
General Provisions 101 through 150.
608.4 Measurement
This work is measured for payment by one of the two methods specified below. The unit of measurement is stated in the Contract. Separate payment is not made for brick masonry used in catch basins, inlets, manholes, and similar items, which are measured and paid for per each. Excavation and backfill for this work are not measured for payment except as specified in Section 207. Mortar is not paid for separately, and the cost is included in the Contract Price for brick masonry. A. Measurement by Cubic Meter When brick masonry is measured by the cubic yard (meter), the volume measured is the brick and mortar placed within the lines indicated on the Plans and typical cross sections or as directed by the Engineer. B. Measurement by Number of Bricks When brick masonry is measured by the brick, the unit of measurement is each thousand (M) bricks and fraction placed within the lines indicated on the Plans and typical cross sections or as directed by the Engineer.
608.4.01 Limits
General Provisions 101 through 150.
608.5 Payment
This work will be paid for at the Contract Price per cubic yard (meter) or per thousand (M) bricks for brick masonry complete in place. Payment will be made under: Item No. 608 Brick masonry Per cubic yard (meter) Item No. 608 Brick masonry Per thousand (M)
608.5.01 Adjustments
General Provisions 101 through 150.
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