PORTLAND CEMENT CONCRETE STRUCTURES AND MISCELLANEOUS CONSTRUCTION Sample Clauses

PORTLAND CEMENT CONCRETE STRUCTURES AND MISCELLANEOUS CONSTRUCTION. Slump KT-21 h As needed to control product, minimum 1 set of Unit Weight KT-20 tests every 50 yd3. Select initial sample from first 2 Air Content KT-18, KT-19, or KT-20 or 3 loads and then on a random basis or as ASTM C 1064-05 conditions indicate. Perform tests with every set of Temperature test cylinders. Cylinders KT-22 Bridge Decks Minimum 1 set of seven 6”x12” cylinders and one 4”x8” cylinder per 100 yd3 or major mix design change Structures Minimum 1 set of 7 per 100 yd3 Sidewalk and Flatwork Minimum 1 set of 7 per 500 yd2 Curb and Gutter Minimum 1set of 7 per 500 lf All cylinders shall be tested for compressive strength in accordance with ASTM C 39-05 at the following intervals: Two cylinders each at 7 days, 14 days, and 28 days. One cylinder shall be reserved for additional testing, if required. Permeability of Concrete ASTM C 1202-97 Bridge Decks One 4”x8” cylinder shall be tested at 28 days using standard moist curing (2 tests per cylinder). Density of Fresh Concrete KT-36 150 yd3 for Bridge Decks, Thin Overlays, and Bridge a,b Deck Surfacing KCMMB Test #1 As specified in a As needed to control product, beginning of every “Procedure for Analysis of project and every 150 cubic yards. Non-Specified Aggregate within Freshly Mixed Concrete” on file with the City Engineer. EXHIBIT C SAMPLING AND TESTING FREQUENCY CHART ITEM CONSTRUCTION OR MATERIAL TYPE TESTS REQUIRED TEST METHOD ACCEPTANCE SAMPLES AND TESTS
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  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

  • Suspension of unsafe Construction Works (i) Upon recommendation of the Authority’s Engineer to this effect, the Authority may by notice require the Contractor to suspend forthwith the whole or any part of the Works if, in the reasonable opinion of the Authority’s Engineer, such work threatens the safety of the Users and pedestrians.

  • General construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • Construction Phase - Administration of the Construction Contract 1.6.1 The Construction Phase shall commence with the acceptance of the Construction Manager’s Guaranteed Maximum Price (or acceptance of a partial Guaranteed Maximum Price for a stage or phase) and issuance of a Notice to Proceed with Construction Services and terminate sixty (60) days after Final Payment to the Contractor is made, or when all of Architect/Engineer’s services have been satisfactorily performed, whichever occurs later.

  • PRE-CONSTRUCTION PHASE SERVICES The Pre-Construction Phase shall be deemed to commence upon the date specified in a written Notice to Proceed with Pre-Construction Phase Services issued by Owner and shall continue through completion of the Construction Documents and procurement of all major Subcontractor agreements. Contractor is not entitled to reimbursement for any costs incurred for Pre-Construction Phase Services performed before issuance of the written Notice to Proceed. Pre-Construction Phase Services may overlap Construction Phase Services. Contractor shall perform the following Pre-Construction Phase Services:

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