Full text: Commissions III and IV (Part 5)

  
HIGHWAY LOCATION & DESIGN 
PHOTOGRAMMETRIC 
STEP I - 
  
     
  
PREPARE 
OF U. 
DEFINED AREA AERIAE PHOTOGRAPHES 
OF STUDY z 
USED AS OVERLAY ON MOSAIC 
STEP Il 
[v.s U.S. G.S. DATA 
e PHOTOGRAPHIC 
AERIAL PEOTOGRA PHY PRINTS FOR 
     
     
       
    
     
   
   
TOPOGRAPHIC MAP 
1" = 200 
     
STEREO STUDY 5' CONTOURS 
[ SOIL S STUDIES 
AND DRAINAGE MAP 
  
    
  
   
   
[GROUND CONT voL) 
| SURVEY | 
BRIDGING BY 
FIRST ORDER 
INSTRUMENT 
     
   
  
  
— 
    
    
  
  
  
MOSAIC MAP 
1" = 1000 
  
REF 
gU | 
  
BY COMPU 
  
A DJUSTMENTS 
ER 
7 à ASSEMBLE DAT. 
PREPARE PHOTOGRAPHY MOSAIC DEVELOP ALTERNATE 
1" - 2000' m ROUTE LOCATIONS 
SELECT FEASIBLE ¢ 
PREPARE PROFILES s 
   
  
¢ LOCATIONS 
: ole 
DETERMINE TRIAL 
GRADE LINES 
T m INE ¢ LOCATIONS, _ 
T ^ LIGNMENTS AND GRADES 
ro e 
ELECTRONIC METHOD 
AREA STUDY 
  
  
SELECT CORRIDOR FOR 
E : —— MOST FEASIBLE 
ROUTE LOCATION 
PREPARE PROFILES AND 
TENTATIVE GRADE LINES 
TRANSPARENT ENLARGEMENT (1 TO 1-1/2 MILE WIDTH) 
S.G.S. - 1" - 2000' TO BE 
  
  
  
LOCATION STUDY 
    
  
  
  
  
   
  
      
  
  
——— EASOMWORK QUANTITIES. FOR NE ST ENGINEERS ANALYSIS SELECT 
LOCATIO VARIOUS COMBINATIONS OF D MINE OF LINE AND GRADE LOCATION 
LINES AND GRADES 
  
  
     
   
    
      
    
m EARTHWORK 
MÀ ee REVISE LINE 
REPARE MASS DIAGRAMS AND GRADE 
[prepare STRUCTURE 
DETERMINE 
USER 
(TRAFFIC OPERA TION) 
A FOR — 
ROUGH CROSS SECTIONS 
  
   
  
   
STEP TI 
FIELD SURVEY 
STAKE & - SIGNALIZE € - 
WING POINT CONTROL 
  
      
AERIAL PHOTOGRAPHY 
1 50' 
  
Ic ORDED INTO PUNCHED PAPER TAP 
*AUTOMATIC PUNCHING OF 
TERRAIN CARDS FROM TAPE 
  
TOPOGRAPHIC MAPPING FOR 
3E AND INTERCHANGE AREA 
SITE PLANS 
  
  
DESIGN CRITERIA AND 
PROPOSED TYPICAL SECTION 
Er ] 
PLANIMETRIC MAPPING | 
FOR USE IN PLANS 
| = 
| GRADE CONTROL FROM 
| LOCATION STUDY 
î 1 
[ - € OMPUTE ¢ GRADE ELEVA rows ] 
STEP IX - 
    
  
[ FINAL CROSS SECTION DATA 
OBTAINED BY POINT READINGS 
AUTOMATICALLY RECORDED 
IN PUNCHED PAPER TAPE 
  
   
       
  
  
EY UTOMATIC PU 
| FINAL CROSS 
ar PHOTOGRAPHY ] : 
i" 250' | 
— | 
| 
Le 
*ORIGINAL TE 
SECTION CARDS 
  
  
CARDS F ROM TAPE 
ROADWAY DESIGN 
E 
d 
    
    
    
  
DEVELOPE TE 
ESIGN FOR EACH TERRAIN 
ECTION BY COMPUTER 
        
  
    
       
GN ENGINEERS REVIEW 
DITCH GRADES, CUT AND 
FILL SLOPES AND BENCHING 
_EART HWORK BALANC E 
DESIGN ENGINEERS 
| FINAL APPROVAL |l 
   
       
  
  
  
  
  
PHOTOGRA PHIC 
REPRODUCTION 
ASSEMBLE DETAILED 
CONSTRUCTION PLAN 
     
  
   
FINAL EARTHWORK QUANTITIES 
    
NC HING OF 
ECTION — 
| 
| = mmm 
| [ COMPUTE FINAL EARTHWORK 
m AND § 
sD AR | E 
  
FINAL QUANTITIES TO C ONSTRUCTION 
ENGINEER FOR PREPARATION OF 
FINAL PAYMENT TO! CONTRACTOR 
—— M ———À 
   
   
  
  
  
RRAIN CROSS 
FROM STEP III | 
- 
  
  
  
 
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.