Specifications include, but are not limited to: 184.108.40.206 Material Testing: The Vendor will conduct all tests required by the
Standard Specs to be performed at the certified plant. Any job site testing
required by the Standard Specs will be performed by the WVDOH.
220.127.116.11 Temperature Control: The Vendor is required to meet the temperature
requirements as set forth in the Standard Specs. The addition of ice, heating
of mix water, or addition of admixtures in order to achieve acceptable
temperature during batching, delivery and placement of Contract Item shall
be incidental. Any addition of temperature control measures must be
disclosed with WVDOH District 5 Bridge Department prior to use.
18.104.22.168 Haul Route: The Haul route, from the Vendor’s plant, will be over suitable
routes selected by the WVDOH District 5 Bridge Engineer. All such chosen
routes shall have acceptable load limits for both roads and bridges.
Contract Item must be delivered to Agency at the Pallet Factory Bridge
Replacement Project near Berkeley Springs, WV on Winchester Grade
Road (C/R 13). GPS coordinates for the project are 39.54603, -78.23246.
The hauling of Contract Item shall be incidental.
22.214.171.124 Admixtures: All concrete shall be air entrained. The cost of air-entraining
shall be included in the Unit Bid Price of the Class B concrete on the Pricing
Vendor shall include a hydration control stabilizing admixture(s) if the
concrete cannot be discharged within one- and one-half hour. Admixtures
and mix design must be pre-certified/pre-approved with MCS&T and
compatible with Vendor’s Class B Concrete Mix Design. Class B Concrete
that includes a hydration control stabilizing admixture will have three hours
to discharge concrete and the maximum of 300 revolutions, specified in
AASHTO M 157, will be waived.
Concrete that includes a hydration control stabilizing admixture cannot
have additional water added at the project to increase workability. To
increase workability, superplasticizer must be used and be sent with the
trucks to be included at the project site. Target slump will be 5 inches
(+2inches/-1 inch) to satisfy workability and placement.
Any other admixtures used by the Vendor, in order to satisfy the
requirements of this Contract and Standard Specs, shall be considered
incidental to the Contract Item. Admixture addition, other than standard
approved mix design, must be disclosed with WVDOH District 5 Bridge
Department prior to use.