B
HomeLibrariesCopilotSearchProjectsBookmarks
FeedbackHelp Desk
Libraries
Building Codes
Code LibraryIBC — BuildingIRC — ResidentialIFC — FireIPC — PlumbingIMC — MechanicalIFGC — Fuel GasIECC — EnergyNEC — ElectricalModel Codes
Specifications
CSI SpecificationsDOT SpecsTransit SpecsUSACE
Standards
TransportationRailroadFire SafetyAccessibilityStructural
Tools & References
DiagramsAssembliesProductsCalculatorsChecklistsPermits
PricingLog in
General

017Division 800 FINAL 20190412

KY · 2019 Standard SpecificationsBook pages 529528View official source ↗

801.01REQUIREMENTS. Provide Portland cement or blended hydraulic cement from

approved mills listed in the Department's List of Approved Materials. Mills obtain approval by furnishing the Department samples and certified mill test data developed over the previous 6 months. Approved cement mill laboratories are AASHTO accredited in ASTM C150 test methods. Foreign cements are added to the approved list based upon testing by the sponsoring approved cement mill laboratory along with submittal and approval of verification samples. When supplying cement with a SO 3 content above the value in table I of ASTM C 150, include supportive ASTM C 1038 14-day expansion test data for the supplied SO 3 content on the certification. The Department will require a signed certification from the supplier for each shipment of cement stating that the cement complies with the applicable ASTM standard and all additional requirements of this subsection. Conform to the following requirements for cement:

1) Type I, II, III, IV, and V Portland cement conforms to ASTM C 150. State, on the mill certification, the nature, amount, and identity of any processing addition and its compliance with ASTM C 465. 2) Type E-1(K) conforms to ASTM C 845. 3) Type IP (≤20), Portland-pozzolan cement, conforms to ASTM C595, and the following additional requirements to Type IP ( ≤20).

a.The pozzolan constituent shall be fly ash. Ensure that the loss on ignition of the

fly ash does not exceed 3.0 percent.

b.The cement manufacturer shall furnish to the Engineer reports showing the results

of tests performed on the fly ash used in the manufacture of the Type IP( ≤20) cement shipped to the project.

c.The cement manufacturer shall have a qua lified technical representative readily

available for consultations on the project at any time the Engineer deems necessary, at no expense to the Department.

d.Use only one brand of Type IP( ≤20) cement throughout the project, unless the

Engineer approves otherwise.

4) Type IS( ≤30), Portland blast furnace slag cement, conforms to ASTM C 595 and the following requirements:

a.Use Grade 100 or 120 blast furnace slag cement conforming to the requirements

of ASTM C 989.

b.The cement manufacturer shall furnish to the Engineer reports showing the

results of the tests performed on the blast furnace slag cement used in the manufacturing of the Type IS( ≤30) shipped to the project.

c.The cement manufacturer shall have a qua lified technical representative readily

available for consultation on the project at anytime the Engineer deems necessary, at no expense to the Department.

d.Use only one brand of Type IS( ≤30) cement throughout the project, unless the

Engineer approves otherwise.

5) Type IL(5-15), Portland-limestone cement, conforms to ASTM C 595 and the following additional requirements:

a.The cement manufacturer shall furnish to the Engineer reports showing the results

of test performed on the limestone used in the manufacture of the Type IL cement

Source: Kentucky Standard Specifications for Road and Bridge Construction, 2019 Edition. Pages 529528 of 718.