CONCRETE PIPE & SPECIAL SECTIONS
GENERAL
Provisions of this IM shall apply to the production and fabrication of concrete pipe and special sections by approved producers in accord with IM 445. Approved producers and fabricators are listed in the Materials Approved Products Listing Enterprise (MAPLE).
Concrete pipe and related precast units shall conform to the applicable requirements of AASHTO M86, M170, M206 or M207.
GENERAL REQUIREMENTS
Each pipe size furnished to a project shall be of the same wall thickness.
WET CAST PRODUCTION
1. 1500D (Class II) Reinforced Concrete Pipe
12-inch to 72-inch diameter pipe, 4000 psi
78-inch to 144-inch diameter pipe, 5000 psi
2. For 2000D (Class III) Reinforced Concrete Pipe
12-inch to 72-inch diameter pipe, 4000 psi
78-inch to 144-inch diameter pipe, 5000 psi
3. 3000D (Class IV) Reinforced Concrete Pipe
12-inch to 144-inch diameter Pipe, 5000 psi
4. 3750D (Class V) Reinforced Concrete Pipe
12-inch to 144-inch diameter pipe, 6000 psi
28-day strength: 4000 psi
Shipping strength: 3500 psi
Moving Strength: 1500 psi
Fly ash may be substituted for Portland cement. Use a substitution rate of no more than 35% by weight for dry cast concrete only. Fly ash shall be from an approved source identified in Materials I.M. 491.17. The maximum total supplementary cementitious materials substitution shall not exceed 50%.
Concrete Pipe Absorption Test - two tests per calendar year. Samples for absorption testing shall be submitted to the Ames general test lab via District Materials Engineer staff. Test results utilizing method A of ASTM C 497 shall be less than 9.0%, Method B less than 8.5%.
Acceptance of dry cast concrete pipe shall be based on strength testing and Three-Edge bearing tests.
The minimum testing rate required shall be two pipes per size, per strength (class), per year. The District Materials Engineer (DME) shall be notified prior to testing, or a schedule may be mutually agreed upon.
The producer shall test concrete pipes in accordance with the requirements of Section 4145 of the Standard Specifications. Tests results shall comply with the strength and absorption requirements contained therein. District Materials Engineers may observe and monitor the testing and determine the testing frequency.
LIFTING HOLES
Lift holes may be allowed when requested by contractor.
1. Maximum two lift holes per pipe
2. Lift holes shall not be larger than 2½ inches in diameter
3. The circumferential reinforcement of a single cage pipe shall not be cut at the lift hole locations
4. The outer cage of a double cage reinforced pipe may be cut at the lift hole locations
5. Circumferential reinforcement may be allowed (when practical) to be slightly bent to allow for the lift holes.
6. A polyethylene, low-density plug may be allowed to be used to cover the lift holes prior to backfill.
The Iowa DOT has approved the following: Trade Name - Popit, Manufacturer’s Name – Popit, Inc., Levittown, PA 19057.
PIPE CONNECTORS
The pipe connectors shall meet the requirements of Section
2416 of the Standard Specifications and Standard
Road plan DR 121. All the steel and iron products and coatings
shall meet the requirements of IM 107.
WATERTIGHT JOINTS
All joints shall be watertight (when specified), shall meet the requirements of 4149 of the Standard Specifications.
Pipes and related precast units may be repaired due to imperfections in manufacturing or minor damage during handling if the repaired pipe and related units are acceptable to the DME and if the repair conforms to the requirements of the specifications.
All pipes shall have the following markings: strength or class, date manufactured, size, and trademark in addition to the marking requirements of Section 4145 of the Standard Specifications. A Quality Control Technician shall legibly mark the word “certified” on each unit prior to leave the fabricating plant. Each unit of pipe, including special sections so marked and stamped, identifies the pipe as being compliant with the applicable AASHTO or ASTM Specifications, and the Iowa Department of Transportation Standard Specifications. NOTE: 18” pipe or smaller may be identified only on the outside surface. All other sizes shall be identified both on the outside and inside surfaces
ACCEPTANCE
Acceptance of wet cast concrete pipe and related precast units shall be on the basis of certification by approved plants. Certification will be based on load-bearing tests, strength properties, absorption and permeability properties, material tests and inspection of manufactured pipe for visual defect and imperfections.
Pipes and related precast units shall be subject to rejection upon the following conditions:
A. Pipes/units are not being inspected and/or certified
B. Pipes/units fail to conform to any of the specification requirements
C. Poor workmanship and imperfections