MEDIAN GLARE SCREEN, (350 COMPLIANT) F SHAPE, DOUBLE FACE, TOTAL HEIGHT 52 IN., 12 FOOT LONG, SLOTTED PLATE CONNECTION, AS PER ATTACHED DRAWING NUMBER RC-59M SHEET 1 OF 2 DATED MARCH 30, 2006. MUST CONTAIN INTERNAL SEALER, EITHER IPANEX (13.8 OZ. PER 100 LBS. CEMENT) OR XYPEX (15 LBS. CONCENTRATE ADD MIXTURE PER C.Y. CONCRETE), WITH 6 IN. SLOT FOR LARGER PLATE. BARRIER WEIGHT = 7,500 TO 8,000 LBS. SEE SPECS CS-623 DATED 10/06/23, CS-711 DATED 04/01/22, CS-704 DATED 10/06/23, AND CS-714 DATED 04/14/23 ADDED TO THE MATERIAL MASTER ATTACHMENT LIST.; BARRIER, MEDIAN, 34 IN. X 12 FT. X 9 IN. (350 COMPLIANT) F SHAPE AS PER REQUIREMENTS OF PUBLICATION 408, SECTION 623 AND 714. PROVIDE GALVANIZED PLATED 1/2 IN. X 12 IN. X 27 IN. MEETING REQUIREMENTS OF PUB 408, SECTION 1105.02(S). REINFORCEMENT BARS SHALL MEET REQUIREMENTS OF ASTM A615 GRADE 60. MUST HAVE IPANEX ADDED AT 13.8 OZ. PER 100 WT. OF CEMENT. SEE DRAWING ATTACHED. SEE SPECS CS-623 DATED 10/06/23, CS-711 DATED 04/01/22, CS704 DATED 10/06/23 AND CS-714 DATED 04/14/23 ADDED TO THE MATERIAL MASTER ATTACHMENT LIST.; END TRANSITION, TYPICAL, FOR 34 IN. CONCRETE BARRIER, 7 FT. LENGTH, 34 IN. TO 5 IN. TAPER, 350 COMPLIANT, REFERENCE: RC-57M, DRAWING SHEET 1,2,3, OF 6 DATED JUNE 10, 2010 (CONCRETE MEDIAN BARRIER), MUST CONTAIN INTERNAL SEALER, EITHER IPANEX (13.8 OZ. PER 100 LBS. CEMENT) OR XYPEX (15 LBS. CONCENTRATE ADD MIXTURE PER C.Y. CONCRETE). SEE SPECS CS-623 DATED 10/06/23, CS-711 DATED 04/01/22, CS-704 DATED 10/06/23, AND CS-714 DATED 04/14/23 ADDED TO THE MATERIAL MASTER ATTACHMENT LIST.; CONNECTION PLATE, CONCRETE BARRIER, HOT DIPPED GALVANIZED FABRICATED PLATE FOR CONNECTION OF F-SHAPE CONCRETE BARRIER ENDS UTILIZING THE SLOTTED PLATE CONNECTION ON THE BARRIER ENDS; SIZE OF PLATE TO BE 12 IN. X 27 IN. X 1/2 IN. AS PER PTC DRAWING # PTS-140.; CONNECTOR, SLOTTED PLATE, 5/16 IN. X 7 IN. X 27 IN.
