Concrete: 5,000 psi @ 28 days 5% - 8% entrained air Rebar: ASTM A-615 grade 60 Design criteria: a) City of Chicago configuration b) Loading per ASTM C857, including: -Earth cover: Min 0' - 9" Max 3' - 0" -AASHTO HS-20 wheel load & applicable impact -Vertical & lateral soil pressures determined using 120 PCF soil density -Ground water at 3' - 0" below grade c) Structural design performed using AASHTO strength design d) Reinforcing cover per ACI 318
Notes: a) Contact UCP for custom configurations or modifications b) UCP suggests that 1-1/2" of non-shrink mortar should be placed at the base/lid joint by the installing contractor. Openings are steel formed smooth surfaces to accommodate boots.
4T lifting anchors
1" butyl rubber joint sealant (See Note "B" On Specs Sheet)
2495 W. Bungalow Road Morris, IL 60450 Phone: 815-416-1000
Copyright 2015 Utility Concrete Products Product illustrations are artist's renderings. We reserve the right to make changes to these renderings without prior notice.
Stated dimensions are approximate and should not be used as representation of actual size.