| image, chart |
reference, title |
reference, author |
reference, note |
lecture |
page |
|
note |
| roads - circular curves - 1 |
geometric design standards |
AASHO |
3-46 |
L-4 |
5 |
3-46 |
|
| roads - circular curves - 2 |
railroad curve tables |
eugene dietzgen co. |
field engineering, searles & ives |
L-4 |
6 |
3-47 |
|
| roads - functions of 1* curve |
|
|
|
L-4 |
7 |
3-48 |
see p. 3 - 46 for use of table |
| roads - short radius curves |
|
|
|
L-4 |
8 |
3-51 |
adapted from lefax society inc. phila. pa. |
| roads - deflections & chord lengths for circular curves |
|
|
|
L-4 |
9 |
3?-50 |
missing # - 50 |
| roads - corrections for tangents & externals |
dietzgen's railroad curve tables |
eugene dietzgen co. |
|
L-4 |
10 |
3-49 |
added to values found |
| table X |
|
barnett |
|
L-5 |
7 |
|
maximum curvature for various design speeds |
| table X |
|
barnett |
|
L-5 |
8 |
|
maximum curvature for various design speeds |
| table IX |
|
barnett |
|
L-5 |
8 |
|
widening for pavement on curves |
| roads - superelevation & widening - 1 |
A Policy, on Highway Types & Design Standard for Highways |
AASHO |
|
L-5 |
9 |
3-53 |
|
| roads - superelevation & widening - 2 |
transition curves for highway |
barnett, joseph |
|
L-5 |
10 |
3-53 |
|
|
concrete pavement manual |
portland cement association |
|
L-5 |
10 |
|
|
| transition (spiral) curves |
transition curves for highways |
barnett, joseph |
|
L-6 |
5 |
|
|
| roads - transition curves - general problems |
|
|
insertion of spirals into existing alignment of circular curves |
L-6 |
6 |
3-53 |
select from table c page 3 - 52 |
| roads - transition curves - properties & examples |
transition curves for highways |
barnett, joseph |
|
L-6 |
7 |
3-54 |
|
|
general engineering |
o'rourke |
mcgraw-hill |
L-6 |
7 |
3-54 |
|
| roads - functions of transition for LsubS = 1 |
transition curves for highways |
barnett, joseph |
|
L-6 |
8 |
3-55 |
see p. 3 - 54 for use of table |
| roads - functions of curves transitional throughout |
transition curves for highways |
barnett, joseph |
|
L-6 |
9 |
3-56 |
|
| roads - transition curves |
transition curves for highways |
barnett, joseph |
|
L-6 |
10 |
3?-52 |
|
| elements of the searles spiral chord length = 100 ft |
field engineering |
searles, ives, kissam |
table xxxiv p. 297 |
L-6 |
11 |
|
|
| roads - vertical curves (parabolic) |
general engineering handbook |
o'rourke |
mcgraw-hill |
L-7 |
4 |
3-? |
|
| roads - sight distance - 1 |
concrete pavement manual |
PCA |
|
L-7 |
5 |
?-?0 |
|
|
a policy on sight distance for highways |
AASHO |
|
L-7 |
5 |
|
|
| roads - sight distance - 2 |
a policy on sight distance for highways |
AASHO |
|
L-7 |
6 |
3-61 |
|
| roads - sight distance - 3 |
american highway practice |
l.i. hewes |
|
L-7 |
7 |
3?-62 |
|
|
civil engineering |
d. thompson |
january 1944 p.22 fig. 2 |
L-7 |
7 |
3?-62 |
|
| roads - gradients |
public roads vol. 23 no. 3 bulletin 65 |
iowa experiment station |
ames, iowa |
L-7 |
8 |
3-59 |
|
|
concrete pavement manual |
portland cement assoc. |
|
L-7 |
8 |
3-59 |
|
| earthwork - mass diagram |
|
|
|
L-9 |
4 |
3-34 |
|
|
calculus and analytic geometry |
george b. thomas, jr. |
1960 |
L-11 |
5 |
|
|
| roads - design of cross-section |
highway design policies |
AASHO |
|
L-11 |
9 |
3-45 |
|
| roads - design criteria & classification |
|
public roads administration (PRA) |
|
L-12 |
9 |
3-41 |
|
|
|
american association of state highway officials (AASHO) |
|
L-12 |
9 |
3-41 |
|
|
|
interregional highway comm. |
|
L-12 |
9 |
3-41 |
|
|
|
state highway deptartment |
|
L-12 |
9 |
3-41 |
|
| roads - classified by traffic lanes |
a policy of highway types |
AASHO |
|
L-12 |
10 |
3?-42 |
|
| roads - typical sections - 1 |
highway design & construction |
a.g. bruce |
|
L-12 |
11 |
3-43 |
|
| roads - typical sections - 1 |
american highway practice, vol. i & ii |
l.i. hewes |
|
L-12 |
11 |
3-43 |
|
| roads - typical sections - 2 |
asphalt institute |
portland cement association (PCA) |
|
L-12 |
12 |
3-44 |
|
|
hard pavements |
a.g. bruce |
|
L-12 |
12 |
3-44 |
|
