PROJ00402

• Contract/PO #: C153517
• Contractor Name: Lone Cabin Ditch and Reservoir Company
• Contract Type: Loan
• Water District: 40
• County: Delta
• Bill Number: SB 87-15
• Loan Projects - Doc Type: Feasibility Study

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SECTION 03300

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CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.01

REFERENCE STANDARDS.

A. ACI: American Concrete In~titute, Manual of Practice,

B. CRSI: Concrete Reinforcing Steel Institute, Manual
Standard Practice.

of

C. ASTM: American Society for Testing and Materials.

D. ACI-318 Building Code Requirements for Reinforced
Concrete.

F. ACI-347 Recommended Practice for concrete form work.

1.02

RELATED WORK SPECIFIED ELSEWHERE.

A. MANHOLES AND CLEANOUTS -- SECTION 02601

I PART 2 - PRODUCTS
2.01 MATERIALS.

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A. Form materials for exposed finish concrete: sawn lumber,
plywood, metal, or other acceptable panel-type material
for producing continuous smooth surfaces. Use largest
practicable sizes to minimize number of joints and to
conform with joint system snown on drawings. Use suffi-
cient thickness to withstand pressure of wet concrete
without deflection.

8.

Steel Reinforcement:

1. Reinforcing bars:
2. Stirrups and ties:

ASTM A-615, grade 60.
ASTM A-615, grade 40.

3. Welded wire fabric reinforcement: ASTM A-185.

4. Accessories: conform ~ith CRSI manual. Accessories
exposed in finished surface shall be galvanized.

C. Concrete Materials:

1. Portland cement: ASTM C-150, Type I.

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