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Division 1700 — Miscellaneous Materials

1714Cementitious Grout

KS · 2015 Standard Specifications✓ Full text on BuildSpecBook pages 813–813 Save this section

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1714 – CEMENTITIOUS GROUT 1700-23

1714.1 Description

This specification covers cementitious grouts used to bond anchor bolts and reinforcing steel to hardened concrete. This includes self-contained grouts, which are cementitious materials encapsulated in a water permeable layer. This includes the backfilling of CSL tubes.

1714.2 Requirements

a. Provide material that complies with ASTM C 1107 or Corps of Engineers CRD-C 621. b. For self-contained grouts, provide material complying with TABLE 1714-1: TABLE 1714-1: SELF-CONTAINED GROUTS Property Test Method Requirement Soaking Time 1 to 3 min. Initial Set Time, min. ASTM C 1102 20 min. Compressive Strength 28-day min. ASTM C 39 4,000 psi Shrinkage ASTM C 1090 0.00% Expansion ASTM C 1090 1.5% Pull Out Strength ASTM E 488 9,000 lbf Freeze-Thaw, min. ASTM C 666, 300 cycles 95%

1714.3 Test Methods

Test as specified in subsection 1714.2.

1714.4 Prequalification

a. Manufacturers interested in prequalifying material under subsection 1714.2a. must submit the following to the Bureau of Construction and Materials:

1.A complete description, literature, and set of instructions and recommendations,
2.A copy of test results performed in accordance with ASTM C 1107 or CRD-C 621,
3.Certificate stating results comply with ASTM C 1107 or CRD-C 621, and
4.Material Safety Data Sheets (MSDS). b. Manufacturers interested in prequalifying material under subsection 1714.2b. must submit the following to the Bureau of Construction and Materials:
1.A complete description, literature, and set of instructions and recommendations,
2.A copy of test results performed as outlined in subsection 1714.2b.,
3.Certificate stating results comply with the values outlined in subsection 1714.2b., and
4.Material Safety Data Sheets (MSDS). c. The Bureau of Construction and Materials will mainta in a list of qualified materials. Products will remain on the list as long as field performance is satisfactory.

1714.5 Basis of Acceptance

Prequalification as specified in subsection 1714.4. Receipt and approval of a Type C certification as specified in DIVISION 2600. Visual inspection by the Field Engineer.

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Source: Standard Specifications for State Road and Bridge Construction, 2015 Edition. Pages 813–813 of 978. View official source ↗

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