Pipe and Products Catalog - Forterra

1 Forterra Building Rock Plant1300 Bond Box 95036 Little Rock, AR 72295(501) 376-3581(501) 376-3585 (FAX)(800) 482-6548 (WATS)Contact ForterraWest Memphis Plant501 East Jefferson Box 898 West Memphis, AR 72303(870) 735-5514(870) 735-0331 (FAX)(800) 238-5299 (WATS)Como Plant2289 Holston Box 454 Como, MS 38619(662) 526-5134(662) 562-5113 (FAX)(800) 809-2205 (WATS)Pipe : For special applications or designs, please contact our office for technical Design Criteria/Software Programs Available2. Lateral load design of substructure is based on AASHTO load factor design Use a 30% impact factor for traffic loads per Design substructure for HS 20-44 traffic wheel loads per AASHTO as last Design assumes that lateral soil pressure includes a 2' - 0" live load surcharge per ASTM Yield strength of the reinforcing steel shall be 60,000 PSI Grade 60 and shall be in accordance with ASTM Design substructure in accordance with ACI 318-89, AASHTO fifteenth edition and ASTM C 857-92 where applicable.

2 Basic Design Criteria for Precast Structures1. Concrete compressive strength shall be 4,000 PSI minimum @ 28 The program 3EB (Three Edge Bearing) is asoftware demonstration that computes earth loads onconcrete pipe. 3EB analyzes underground pipelinesfor standard installations, negative projectingembankments, and jacked and tunneled pipe. Loadsare derived using the indirect design method whichrelates the supporting strength strength of buried pipeto the strength obtained in a three-edge bearing testthrough the use of bedding factors. The programanalyzes all standard live loads, such as aircraft andrailroad loading and AASHTO highway Installations The latest in proper beddingand backfill of reinforced concrete pipe.

3 The new fourtypes of installations replace the old Marston SpanglerClass B, C, & D beddings that have been used sincethe 1920's. The Standard installations have nationalapproval by ASCE and AASHTO. Emphasis is placedon the versatility of the different beding types, to allowdeep burials of concrete pipe, as well as specifyingdifferent types to suit job site conditions. Knowledgeof the Standard Installations is necessary to run the3EB Box Culvert Analysis and ReinforcingDesign is a FHWA software program demonstrationused in the structural analysis and design of precastreinforced concrete box sections. BOXCAR completes structural analysis for loads due to boxweight, soil weight, internal gravity fluid weight, liveloads and loads and user specified surcharge desigh is in accordance with AASHTO standards and includes ultimate flexure, shear andservice crack Cost Analysis Pipe Envelope is a software tooldemonstration which contractors and designers mayuse to determine the real cost of pipeline program takes into account the many factorswhich affect the cost of installation for both rigid andflexible pipe.

4 Type of installation, and in-situ material,haul costs, inspection costs, and trench Least Cost Analysis software presentationevaluates the costs associated with each alternatepipe material based on design components andproject requirements. The program permits thedesigner to preform multiple economic analysis tocompare different pipe materials based on total costsover the life of the project. It incorporates projectdesign life, material service life, economic factors,traffic costs and other project related items. Totalcosts are calculated using present worth, annualizedcosts or future value for Rigid & Flexible Pipe Thispresentation discusses the differences betweeninstalling flexible and rigid pipe materials based on thenational specifications for all types of pipe types and compaction requirements are discussedin order for the designer to understand the preper wayto inspect the many types of bedding and and Presentation Programs Available For more information on software demonstrations and technical presentations contactRegional Engineer at (501) and Office Design Criteria for Precast and Presentation Programs of - Concrete CONCRETE PIPE - INFORMATION *Circular Concrete Pipe, 12" - 48".

5 Concrete Pipe, 54" - 108".. Concrete Arch Pipe 15" - 72".. Properties of Concrete Arch and Groove Pipe - Joint for Joining Concrete Pipe Using Rubber Bend - Confined Groove or Single Offset Concentric Tee - Confined Groove or Single Offset Eccentric Tee - Confined Groove or Single Offset Concentric Wye - Confined Groove or Single Offset Eccentric Wye - Confined Groove or Single Offset Manhole Assembly 48" - 66" Line Manhole Assembly 72" Line Size & Culvert End Sections for Reinforced Concrete Culvert End Sections for Concrete Arch Type "D" Alternate Headwall for 12" and 15" Headwall - (Type B) for Reinforced Concrete Type "D" Headwall for 15" thru 60" RCAP (Arch).. Safety End Treatment for Reinforced Concrete :1 Shoulder :1 Shoulder Drain - Concrete Curtain * - Page not numbered but in sequence as Precast Box BOX CULVERT INFORMATION *Box Culverts Product Culverts - Standard Box Culverts - Box Joint Concrete Cattle *Removed*.

6 Precast Bridge Bridge Span w/Parapet Rail - 19' - 0" Interior/Curb Bridge Span w/Parapet Rail - 25' - 0" Interior/Curb Bridge Span w/Parapet Rail - 31' - 0" Interior/Curb Bridge Span - 19' - 0" Parapet Bridge Span - 25' - 0" Parapet Bridge Span - 31' - 0" Parapet Bridge Span w/Post and Rail - 15' - 0" Narrow Back Curb Bridge Span w/Post and Rail - 19' - 0" Narrow Back Curb Bridge Span w/Post and Rail - 25' - 0" Narrow Back Curb Bridge Span w/Post and Rail - 31' - 0" Narrow Back Curb Bridge Span - Assembly of Precast Bridge Bridge Span - Parapet Bridge Span - Post and Crown Span Bridge Crown-Span Design Data Design Data Sheet (Skew Angle).. * - Page not numbered but in sequence as - Glossary - Terms Applicable to Precast Drainage Red Lights (Project Check List).

7 Hole & Examples for Pipe Half Angle - Half Angle Half Angle Pipe Angle Tables (Instructions / Examples).. Angle Diagram - Flat Wall Pipe Angle - Flat Wall - Wire Mesh Equalivency Reinforcing " Trench " x 12" Catch " x 14" Catch " x 20" Catch " x 24" Catch " x 30" Catch ' x 3' Precast Box with Options for 3' x 3' Precast "E" Inlet Top for 3' x 3' Junction ' x 4' Precast Box with Options for 4' x 4' Precast ' x 4' Junction Box with Variable ' x 5' Precast Box with Options for 5' x 5' Precast ' x 5' Standard Junction Box (2 - Piece) with Variable ' x 6' Standard Junction Box with Variable ' x 6' Standard Junction Box (2 - Piece) with Variable ' x 7' Standard Junction Box with Variable ' x 8' Standard Junction Box with Variable (Precast Structures continued on next page.)

8 Structures (Drainage) (Con't.).. - ' Curb Inlet w/ ' Curb ' Curb ' Curb ' Curb Inlet - 5'.. Combination Inlet - 5'.. Inlet - 10'.. Combination Inlet - 10'.. Inlet - 10'.. ' x 5' Junction Box with Variable ' x 5' Junction Box with Variable Heights and w/"C" Type ' x 8' Standard Junction Box with Variable ' x 7' Standard Junction Box with Variable ' x 8' Standard Junction Box with Variable ' x 12' Standard Junction Box with Variable ' x 10' Standard Junction Box with Variable Meter Meter ' x 8' Meter ' x 8' Meter Vault with DDC Installed (Structural Details).. ' Meter ' x 12' Meter ' & 4' Compound Meter " Manhole w / Eccentric " Manhole w / Concentric " Manhole w / " Manhole Type "MO" Curb Inlet " - 120" Manhole w / " - 120" Manhole w / Transition to a 48" Component ,50 (Precast Structures continued on next page.)

9 Structures (Drainage) (Con't.).. - MANHOLE INFORMATION *Precast Manhole Assembly " Manhole w / Concentric " Manhole w / Eccentric " Doghouse Manhole w / Eccentric " Manhole w / " Saddle Manhole with " - 120" Manhole w / " - 120" Manhole w / Transition to 48" " - 120" Manhole w / Transition to 48" Manhole w / Wetwells - Various ,000 Gallon Grease ,500 Gallon Grease ,000 Gallon Grease ,000 - 5,000 Gallon Grease ,150 Gallon Sand / Oil ,500 Gallon Sand / Oil ,000 Gallon Sand / Oil ,000 - 5,000 Gallon Sand / Oil " Grease ' x 4' Fiber Optic ' - 10" x 5' - 4" ' - 10" x 5' - 4" Manhole with Split Splayed ' x 4' Intercept Manhole (4" Wall).. ' x 4' Intercept Manhole (6" Wall).

10 * - Page not numbered but in sequence as Radius and Groove Radius : Full Flow - Pipe Discharge Curves (Manning's Foumula).. Pipe Discharge Curves (Manning's Foumula).. Design Data * TECHNOLOGIES - INFORMATION * * - Page not numbered but in sequence as Concrete Pipe, 12" - 48" Concrete PipeJOINT DETAILPIPE & JOINT DATA -No Scale-All dimensions subject to allowablespecification DC1 30'TB13/16"E7/8"20 2 6 TA1" " :1.) All dimensions are nominal and within the permissible variations of ) Reinforced concrete pipe conforms to current ASTM C-76 Specification(Class III)3.) Rubber gaskets conform to ASTM C-433 Metic Eq. Area TABCDEL Weight(in.) (mm) ( ) (in.) (in.)(in.) (in.) (in.) (in.