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General Provisions (00100-00999)

912BRICK

TN · 2021 Standard SpecificationsBook pages 983984View official source ↗

912.01 974 SECTION 912 – BRICK

912.01 Building Brick ................................ ................................ .............. 974

912.02 Sewer Brick ................................ ................................ .................. 974

912.03 Masonry Mortar ................................ ................................ ........... 974

912.04 Concrete Masonry Units ................................ .............................. 975

912.05 Brick Paving Units ................................ ................................ ...... 975

912.01 Building Brick

Provide brick of the kind and grade specified.

A.Clay or Shale Brick Provide brick conforming to ASTM C62.
B.Concrete Brick Provide brick conforming to ASTM C55.

912.02 Sewer Brick

Provide brick conforming to ASTM C32.

912.03 Masonry Mortar

Compose mortar of one part Portland cement and two parts sand. The Contractor may add hydrated lime to the Portland cement in an amount not to exceed 10%. Add wate r to the mixture in quantities that will allow a stiff paste to form. Either hand -mix or machine -mix the mortar. To prepare hand -mixed mortar, thoroughly mix the sand, cement, and hydrated lime together in a clean, tight, mortar box. Once the mixture is of uniform color, add water. Prepare machine-mixed mortar in an approved mixer and mix not less than 1-1/2 minutes. Use mortar within 30 minutes after mixing. Do not retemper mortar. 912.04 975 Use materials conforming to the following: Cement ................................ ................................ ................... 901.01 Hydrated Lime ................................ ............................. ASTM C207 Sand ................................ ................................ ....................... 903.02 Water ................................ ................................ ..................... 921.01

912.04 Concrete Masonry Units

Provide concrete masonry units conforming to the types, sizes, and dimensions shown on the Plans, and meeting the fo llowing requirements, unless otherwise specified:

1.Hollow load -bearing masonry units: ASTM C90, Grade 5, Type II.
2.Hollow non -load-bearing masonry units: ASTM C129, Type II. Furnish the Department representative samples of the masonry units for testing.

912.05 Brick Paving Units

Provide brick of the kind and grade specified.

A.Masonry Brick
1.Sidewalk: ASTM C902, Class SX, Type 1
2.Crosswalks and Roadway: ASTM C1272, Type R
B.Concrete Brick and Truncated Dome Concrete Brick Provide brick conforming to ASTM C 936
C.Truncated Dome Brick Provide brick conforming to ASTM C902, Class SX, Type 1 913.01 976 SECTION 913 – CEMENT CONCRETE CURING MATERIALS

913.01 Water ................................ ................................ ............................ 976

913.02 Reserved ................................ ................................ ....................... 976

913.03 Reserved ................................ ................................ ....................... 976

913.04 Burlap ................................ ................................ ........................... 976

913.05 Liquid Membrane -Forming Compounds ................................ ...... 976

913.06 Sheeting Material for Curing Concrete ................................ ........ 976

913.01 Water

For use in curing Portland cement concrete, provide water that is free from all substances that may damage the concrete when applied on the surface as a curing agent.

913.02 Reserved

913.03 Reserved

913.04 Burlap

Provide burlap conforming to AASHTO M 182, Class 3 or Class 4. If Class 1 or Class 2 burlap is allowed, use at least two layers.

913.05 Liquid Membrane -Forming Compounds

Provide compounds listed on the Department’s QPL for Coatings for Concrete and conforming to ASTM C309, and use as follows:

1.Where applied texture finish is specified, use a Type 1 -D, Class B, membrane that is compatible with the texture finish.
2.Use either a Type 2 membrane or Type 1 -D, Class B, membrane on bridge decks when a pplied in combination with the water method of curing.
3.Use Type 2 membrane in all other applications.

913.06 Sheeting Material for Curing Concrete

Provide material conforming to the water vapor transmission rates specified in ASTM C171.

Source: Tennessee Standard Specifications for Road and Bridge Construction, 2021 Edition. Pages 983984 of 1,072.