PROJECT MANUAL Specifications Seafood Removal Walmart Store No 1186 Liberty TX

e. Data indicating chloride ion content information for each admixture
6. Concrete compressive strength data as required by ACI 318.
7. Concrete Supplier Approval.
8. Chloride-Ion Content: Measured water-soluble chloride-ion content (percent by weight of cementitious
materials) in accordance with ASTM C 1218.
9. Time of Initial Setting: Initial setting time in accordance with ASTM C 403.
I. Slab Reinforcing Bar Shop Drawings:
1. Complete information for installing reinforcing, including placement plans, bar bending diagrams, splice
lengths and locations, bar spacing, concrete cover, support devices and accessories.
2. Conform with ACI SP 66 and ACI 318
3. Perimeter foundation tie reinforcing submittals as specified in Section 03310.
J. Product Data: Brand name, chemical composition, installation directions and certificates of compliance with
required standards for the following products:
1. Doweling system for construction joints
2. Doweling system for sawed contraction joints (if required)
3. Temporary film forming curing compound
4. Vapor retarder (If required) and tape
K. Slab Joint and Placement Plan:
1. Provide a pour plan identifying the following:
a. Exterior walls and column grid locations.
b. Truck access location.
c. Extent of pours including width, length, slab placement area and volume.
d. Locations of construction joints.
e. Location of sawn contraction joints if different from those shown or if not shown on the drawings.
2. Slab joint and placement plan shall be developed and submitted on a full-sized copy of the Architectural
Floor Plan.
L. Pre-Slab Installation Meeting:
1. Provide record of notification of pre-slab meeting including company name, persons contacted, and date
and method of contact.
2. Provide meeting minutes to all participants and Wal-Mart Construction Manager including sign-in sheet.
M. Delivery Tickets:
1. Copies of delivery tickets for each load of concrete delivered to site.
2. Indicate on each ticket information required by ASTM C94 including additional information required for
slabs.
3. Information on ticket shall include quantities of all material batched including the amount of free water in
the aggregate and the quantity of water that can be added at the site without exceeding the maximum water
cement ratio of the approved mix design. Aggregate moisture corrections shall be based on ASTM
definitions of aggregate moisture content and absorption.
4. Mix identification number on ticket shall match number on submitted and approved mix design.
1.4 TESTING
A. Wal-Mart Construction Testing Laboratory (CTL) will perform concrete testing and inspection specified in Part 3
and elsewhere in this section as specified at no cost to the Contractor in accordance with Section 01458 - Testing
Laboratory Services.
B. CTL is neither authorized to change any specified requirement nor to approve any portion of the work.
03312-4
Walmart #1186 – Liberty, TX 04/20/11
CMA/10118.034