ARMY   TM   5-5420-212-10-1 MARINE  CORPS  TM  08676A-10/1-1 n.  Loads  required From Table 3-12, determine the truck and trailer toads required for the bridge. TABLE 3-12. MGB Pallets SS Pallet  Type Erection Bridge Total 4  -  5 1 1 2 No. of Bays 6  -  7 8  -  9 1 0 - 1 2 1 1 1 2 3 4 3 4 5 N O T E Additional  vehicles  are  required  to  transport  personnel.  Erection  pallets  may be partial depending on the bridge being built. o.  Manpower  and  construction  time From Table 3-13, determine the manpower and construction time requirements TABLE 3-13. Working parties and building times on good sites (a) Single Story Single Span 4-5  Bays 6-8  Bays 9-1 2 Bays (b) (c) (d) Working party 1 + 8 1 + 1 6 1 +16 Time by day (hours) 1/2 3/4 1 Time by night (hours) 3/4 1 1 1/4 NOTES: 1. All timings exclusive of work on approaches. 2.  Add  20  percent for unskilled personnel. 3.  Add  30  percent for inclement weather. 4. Add 30 percent for adverse site conditions. p.  Final  design During  the  preceding  design  process,  the  information  necessary  to  fill  in  the  blanks  below  would  have  been obtained. Fill in these figures in the pro-forma, at this point the design is considered complete. a. No. of Bays b. LNCG Setting c. Set-up of RB and   Packing   Required d. Bearing : NB FB e. TruckTrailer Loads f. Manpower Required g.  Time  to  Construct 3-25