|
Items in cart [0] |
Questions? Call 888-624-8373 |
| Copyright © 2009. National Academy of Sciences. All rights reserved. Terms of Use and Privacy Statement |
Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter.
Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.
OCR for page 333
APPENDIX C
PROTECT SOLVAY lABLES AND
H~lORICAL ROOCHNESS PLOlS
OCR for page 334
settings gave lower profile index values than those obtained with the same profilographs at
higher filter settings.
Scofield, L. A., S. A. Kalevela, M. Anderson, and A. Hossain, "A Half Century with the
California Profilograph. Phase ~ Experiment," Number FHWA-AZ-SP9102, Arizona
Department of Transportation, 1992.
This study was performed to establish equipment and operator variability for mechanical and
computerized California profilographs. Future work, based on testing conducted during this
study, should develop precision and bias statements for profilographs.
The research consists of two phases. Phase I, reported herein, provided a literature review,
performed the field testing and conducted the statistical analysis. The historical development
of the profilograph and California test procedures and specifications were evaluated in
relationship to todays incentive/disincentive specifications. Additionally, equipment parameters
which influence test variability were reviewed.
Two field experiments were conducted. The first equipment, designed to evaluate variability
consisted of a 4x4x2 randomized block design with replication. Two levels of pavement
roughness, four operators, and four profilographs were utilized. The second experiment,
designed to evaluate the effects of data filter settings on profile index obtained with
computerized profilographs, consisted of a 3x2x2x2 randomized block design with replication.
Two levels of pavement roughness, two computerized profilographs, two operators, and three
data filter settings were used.
The results of the study Indicated that the average repeatability was 0.75 ~nches/mile and 0.56
~nches/mile for the rough and smooth track conditions, respectfully.
The average repeatability for an operator performing trace reduction was 0.94 inches/mile for
one device and 1.72 ~nches/m~le for a second device.
The data filter setting used on computerized profilographs has a significant affect on the
resulting profile index. For each 1000 unit change In the data filter setting, a 7°/O reduction in
the profile index was obtained when compared to the manufacturers recommended value of
8000.
Sebaaly, P. E., and N. Tabatabaee, "Influence of Vehicle Speed on Dynamic Loads and
Pavement Response," Transportation Research Record, Number 1410, Committee on Vehicle
Counting, Classification, and Weigh-In-Motion Systems, 1993, pp. 107-114.
Weigh-in-Motion systems have been used extensively to measure dynamic loads imparted by
traffic vehicles. One of the major uses of these load data is to evaluate the equivalent s~ngle-axle
loads (ESALs) generated by each load level. The cumulative ESALs are then used in the design
or rehabilitation procedures, or both, for the existing road. In situ pavement response
parameters, such as the strains at the bottom of the asphalt concrete layer, can also be used to
evaluate ESALs. The findings of a research program aimed at evaluating the effect of vehicle
speed on the measured dynamic loads and pavement response are documented. The data were
measured through a full-scale field experiment. The analyses of the data indicated that vehicle
B-64
OCR for page 335
Table Cal. Summary table of AASHO Road Test design groups.
= Traffic Estimates
Design Group Pavement Construction Evaluation 1 Value'
Identification ~ Location ~TIFF ~Yearly) ~ Pe hod, yrs ~Parameter ~ millions |
731 & 759 (flexible) 1 Loop 2 1 AC (~in) 1 1956-1958 2 2-km SAL applications 1 1.2 & 1.2
732 & 760 (flexible) | Loop 2 | AC ~ ~| (~ 1~9h5n8) ~ | Skip SAL appUcabon | 0.16 & 0.3 |
709 & 741 (flexible) Loop 2 AC (~in) 2-km SAL applications 12 & 1.2
710 & 742 (flexible) Loop 2 AC (~in) 6-km SAL applications 1.2 & 0.52
757 & 775 (flexible) Loop 2 AC (~in) 2-km SAL applications 1.2 & 1.2
758 & 776 (flexible) Loop 2 AC (~in) 6-km SAL applications 1.2 & 1.2
711 & 737 (flexible) Loop 2 AC (~in) 2-km SAL applications 1.2 & 1.2
712 & 738 (flexible) Loop 2 AC (~in) 6-km SAL applications 1.2 & 1.2
133 & 143 (flexible) Loop 3 AC 12-lap SAL applications 0.06 & 0.04
134 & 144 (flexible) Loop 3 AC 24-km TAL applica'dons 0.05 & 0.05
107 & 115 (flexible) Loop 3 AC 12-lap SAL applications 0.1 & 0.1
.
108 & 116 (flexible) Loop 3 AC 24-lap TAL applications 0.11 & 0.08
149 & 161 (flexible) Loop 3 AC 12-km SAL applications 0.15 & 0.22
150 & 162 (flexible) Loop 3 AC 24-lap TAL applications 0.13 & 0.22
569 & 571 (flexible) Loop 4 AC 18-km SAL applications 0.16 & 0.09
570 & 572 (flexible) Loop 4 AC 32-lap TAL applications 0.16 & 0.14
589 & 597 (flexible) Loop 4 AC 18-km SAL applications 0.14 & 0.15
590 & 598 (flexible) Loop 4 AC 32-lap TAL applications 0.2 & 0.19
615 & 629 (flexible) Loop 4 AC 18-lap SAL applications 0.64 & 0.73
616 & 630 (flexible) Loop 4 AC 32-km TAL applications 0.68 & 0.81
415 & 429 (flexible) Loop 5 AC 22.tkip SAL applications 0.11 & 0.06
416 & 430 (flexible) Loop 5 AC 40-lap TAL applications 0.16 & 0.08
453 & 455 (flexible) Loop 5 AC 22.4-ldp SAL applications 0.14 & 0.15
454 & 456 (flexible) Loop 5 AC 40-lap TAL applications ~0.49 & 0.367
475 & 483 (flexible) Loop 5 AC 22.4-ldp SAL applications" 0.69 & 0.61
476 & 484 (flexible) Loop 5 AC 40-lap TAL applications 0.7 & 0.61
317 & 329 (flexible) Loop 6 AC 30-lap SAL applications 0.2 & 0.11
318 & 330 (flexible) Loop 6 AC 4~1dp TAL applications 0.68 & 0.13
305 & 307 (flexible) Loop 6 AC 30-lap SAL applications 0.39 & 0.72
306 & 308 (flexible) Loop 6 AC 48-lap TAL applications 0.72 & 0.59
263 & 271 (flexible) Loop 6 AC 3~1dp SAL applications 0.69 & 1.2
264 & 272 (flexible) Loop 6 AC 48 lop TAL applications 1.2 & 1~2
.
· Cumulative for study.
1 kip = 1,000 lb = 2,205 kg
SAL: Single-Axle Load.
TAL: Tandem-Axle Loam
C-1
OCR for page 336
Table C-1. Summary table of AASHO Road Test design groups (continued).
Traffic Estimates
Design Group Group Pavement Cons~uchon Evalua~don Value'
Idendfication ~ Location ~Ty~ e ~Yearks) ~ PE nod, yrs ~P=ameter ~millions
m & 797 (ngid) Loop 2 JPC 195~1958 2-km SAL applica~dons 1.6 & 1.6
778 & 798 (ngid) 1 Loop 2 1 JP' 1 (si ~ng ~n 1 6-lcip SAL applica~Jons | 1.6 & 1.6
779 & 815 (ngid) Loop 2 JPC 2-km SAL applications 1.6 & 1.6
780 & 816 (ngid) Loop 2 JPC 6-km SAL applica~dons 1.6 & 1.6
221 & 245 (ngid) Loop 3 JPC 12-l~p SAL applica'dons 1.6 & 1.6
222 & 246 (ngid) Loop 3 JPC 2tkip TAL applica'dons 0.9 & 1.6
193 & 217 (ngid) Loop 3 JPC 12-lap SAL applications 1.6 & 1.6
194 &218 (ngid) 1 Loop 3 1 JP' 3 1 1 2tkip TAL application ~1 1.6 & 1.6
203 & 251 (rigid) Loop 3 JRC 12-l~p SAL applica'dons 1.6 & 1.6
204 & 252 (ngid) Loop 3 JRC 2~1dp TAL applications 1.6 & 1.2
237 & 247 (ngid) Loop 3 JRC 12-km SAL applications 1.6 & 1.6
23~& 248 (ngid) Loop 3 JRC 2~1dp TAL applications 1.6 & 1.6
641 & 705 (ngid) Loop 4 JRC l~kip SAL applica~dons 1.6 & 1.6
642 & 706 (ngid) Loop 4 JRC 32-lap TAL applications 1.6 & 0.8
669 & 707 (ng~d) Loop 4 JRC 18-lap SAL applications 1.6 & 1.6
670 & 708 (ngid) Loop 4 JRC 32-lap TAL applications 1.6 & 1.6
655 & 697 (ngid) Loop 4 JPC 18-lap SAL applications 1.6 & 1.6
656& 698 (ngid) 1 Loop 4 1 JP. 1 1 32-km TAL application r . O & 1.6
671 & 687 (ngid) Loop 4 JPC 18-lap SAL applications 1.6 & 1.6
672&688 (ngid) 1 Loop4 1 JP4= 1 1 32-l~pTALapplication 1 1.6&1.6
519 & 521 (ngid) Loop 5 JRC 22.~hp SAL applications 1.6 & 1.6
520 & 522 (ngid) Loop 5 JRC 4~1dp TAL applications 0.91 & 1.6
503 & 543 (n~d) Loop 5 JRC 22.~1dp SAL applications 1.6 & 1.6
504 & 544 (ngid) | Loop 5 | 1R' =1 1 | 4~1dp TAL application | 1.6 & 1.6
533 & 539 (ngid) Loop 5 JPC 22.~1dp SAL applications 1.6 & 1.6
534 & 540 (rigid) Loop 5 JPC 4~1dp TAL applica~dons 1.6 & 1.6
511 & 541 (ngid) Loop 5 JPC 2241dp SAL applications 1.6 & 1.6
512 & 542 (ng~d) Loop 5 JPC 4~1dp TAL applications 1.6 & 1.6
371 & 381 (ngid) Loop 6 JRC 3~kip SAL applications 1.6 & 1.6
372 & 382 (ngid) Loop 6 JRC 48-hp TAL applications 1.6 & 1.6
337 & 345 (ngid) Loop 6 JRC 3~1dp SAL applications 1.6 & 1.6
338 & 346 (ngid) Loop 6 JRC 48 hp TAL applications 1.6 & 1.6
367&389 (ngid) I Loop 6 | JP' 3 1 | 3~kip SAL application | 1.6 & 1.6
368 & 390 (ngid) Loop 6 JPC 48 ldp TAL applications 1.6 & 1.6
363 & 377 (ngid) Loop 6 JPC 3~kip SAL applications 1.6 & 1.6
.
~ 364 & 378 (ngid) I Loop 6 1 ~l I 1 4~kip TAL application 1 1.6 & 1.6
· Cumulative for study.
1 kip = 1,000 lb = 2,205 kg
SAL: Singl - Axle Load.
TAL: Tandem-A'de Load.
C-2
OCR for page 337
In
ED
~ -
.t
v,
In
of
o
-
-q
4,
o
c:
o
u)
.
v
In
to
.q
E"
~5
o
o
-
+~ 1
=.~j7
~ 0&~
O O/~
kD~ ~
~ $ /0/
'1: ~
a. Lr) a. us a. ~ 0 in 0
US ~ ~ CO ~ ~ ~ ~- ~ _
MSd
~+ ~ `'
X ~ a
g ~ ~ ~
}'Y' ; ~ ~ ~
:~
_ ~ 1
c0~ ~ I I
US O Lo O ~ O ~ O
., or ~ co co Hi hi ~ _ 0
(MSd) BURN Iraq - leas humid
a:
1
~ -
+
g
O ~
`0 0
~ 11
o.
r~ ~ x
, e
U) ~
.> ~
O ~
O. U) O U) 0. U~ 0. U~ 0. ~ O
~ ~ ~ ~ ~ ~ ~ ~ ~ O O
~sa
o
o
o
8 ~
_. ~
. g ~
o
~6
-
O
o
~ _
u
o
o
V)
_
. _
.E
U)
C~
o
o
.q
L~
1
_
0
~n
¢
C-3
~r
-
g
o
o
+ 11
X
o
~X
-, ~
/
/
/
1
. ~
~-
llr a
~ I
1:
o. ~ o, U~ o, ~ 0 U~ 0 ~ 0
n ~ ~ ~ ~ 0 0
~Sd
g
Co~
8 ~
o ~3
_~ ~
3
o
o V,
.=
8 ¢
~o ~
o
.>
8 ~
u
c~
o
- 0 a
mC
.
.
. - q4 ~
U
CN
C~
._
-
._
Ct
u
._
a'
cn
o
._
a,
~n
a,
._
~L
a)
o
o
1 1 .
cn
¢
~4
a
._
OCR for page 338
i1,1 ~
o
- I _soorr- r r I ~
0 I`) 0 1 ~0 ~) 0 Ir) 0 10 0
~r ~co c ~_ _ 0 0
lISd
o. Lr) o. ~ o. ~ o. ~ o. U~ o
~r ~~ ~ ~c~ ct~ c~ c~ _ _ 0 0
MSd
4,
-
._
4'
.t
u)
C~
o
o
-
~,
E~
o
,~%
~D
C~
+ ~
8 ' 64
oi 3 .
~X · 38
=,
~ ~ i
+ , s
o ~
~ E
~ x r
I, ~
;^ ,,, 1
£1
i
~ -
·m
0o
0o
O
1~ ~ ~
~;
1 ~
x
O
u
o
x
~S
01
.
cn
-
o
~es
~ D
O
CD
~ U ~
_ _ _
_ _ _
, ~, 1 1 1 1 1
O ~ O U~ O L~ O LO O ~ O
Ir) ~ ~ co c~ ~ c~ ~ ~ 0 0
use
8
-
- = o
_m o
C`` ~
~ ~_
~ U ~C
.; o o
8 ~
1 _ _.
z
o ._
o
oO ,~
8
, g
C~
o
8
c
E~
:
.E
~n
e.
P
o
o
~7
-
·q
-
1
o
&
u)
c~
.
o
+
g
o ~
~ -
"x ~
{ll
~ ~r'
+
oY
ll
oY
cr
~o
+
oo
o
~
o
:
$
' n
. ~ ;-
r ja
-~1 8-
V U ~
·~
~ o
9
o'
a
o
·8 ~
~n'
c
.~:
u
_
o ~
| D ~
D D
a, ~
~ U ~
_ -
~ ~ ~r
- 1 _ ~I 1 1 1 1 o
0. ,u' 0. U, 0. U] 0. ~o. U ~0.
~ C ~C ~_ _ O O
~Sd
~5
a)
o
U
-
._
._
·5
5 -
(n
o
.~
a)
UD
a'
Ct
=
a,
~n
E~
Ct
o
o
cn
t_
· 4
OCR for page 339
o
r
H
O
. . . , . , . . . O
O. ~ O. U) O .o O. U~ 0. ~ O
~ ~ ~ CO CO ~ ~O O
~sa
-
._
D
u
~q
o
o
-
1
-
o
o
U.
¢
<1
o
_ ~
o
='
V)
O o
O ~
V,`
O
,u
O ~
~ ¢
o
;>
_
O. ~
o _
6
U
a ~
+
x
I ~ /
mX °\ /
8
+ I
~7L:
o ~
"X ~
~ o;
o~
-
g
o
n
l} ~
;~'-.
,~
u
x
~ .
D
l
C~
D
tn
U
. ~· ~- S_
0 ~0 u ~O In 0 ~0 ~0
~er CO C~ ~e ~- - OO
MSd
E"
._
-
._
41
u
.E
U)
o
o
-
~D
4)
o
u)
¢
¢
o.
~'f
o
o
o, u~ o. ~n o. ~ o, u~ o, u~ o.
uo ~r ~r CO CY) C~ C~ t_ _ O O
~Sd
-
._
u
u)
o
o
4,
-
-
1
tl6
o
o
x
u)
¢
¢
o~ / 1',
~ f¢~
o.
- - co~
~u)
- - o
I) - g
x
b
cn
D
C~
C
_ ~
~n ~0
~ ~ o
a) C
U ~ ~
= : :
{r) C~ ~
~-1 ~I _
0 ~0 In 0 ~0 u ~0 u ~0
~ ~C ~ ~_ _ o o
MSd
o
o o
C~ ~
o
.=
._
° =,
o P~
¢
o
o
o
U
o
o
C-5
~_
a)
·=
o
u
~_
V)
a
._
._
u
·t
a)
cn
o
._
V)
a,
;=
a
E~
C~
o
~;
o
CD
bC
·_4
OCR for page 340
o'
~5
rt
-
._
V)
o
-
.p
-
U,
o
Cl:
o
~n
¢
-
°X ~ I
o In
1 Ir5
X
~ 11
0D
+
X
11
;`
f
l
l
1 3~
1~ ~
I O
1
r ~
r o.
O CO
1 t~
1 X
1 kD O
g 11
0
o
In~
~ _l
~ ~U
on cn
·~
v
_:
+
x
o, ~ 0 ·n 0 In o. ·n
u~ ~ ~r co co c~
MSd
o
o
U)
o.
o
o
~4
V,
o
u
¢
~5
- o ~
,~,
U
o
, ~
o.
o
o
1~.2
o
O U) 0. L~ O Lr) O. ·n 0 u~ 0
u~ ~ ~r ~ ~ ~ ~ ~ ~ 0 0
MSd
'.p
o
U
-
CC
~5
-
._
au
U
·>
U)
·~_
U
a)
V)
a'
U
;=
Q4
a'
U]
E~
Ct
o
o
., .
_~
cr:
._
C-6
OCR for page 341
v,
E~
~-
4,
u)
o
o
-
-
-
E"
o
o
¢
s/:
o ~ o ~
xvY fo
~o 1
~ -
s
T~ ~ -
T~ ~ I ~ ~ · ~ ~
0 Ir) 0 10 0 Ir) 0 Ir) 0 uo 0
Lr) ~4 ~ti ~ Co C~ ~ _ _ O O
21Sd
o
-
DO
o
_
o
8 ~
_ ~
o
-
o
o
o
-
-
U
o
e~
E"
._
-
4,
U)
o
-
.q
4'
1
-
o
o
~n
¢
CO
C~
C~
C~
o \D ·/
"X
~ o I
~ I
X 1.
~ I
~ I
11 /
;^ ,~
+
-
o, ~
1 , ~
X ~
~ o
o u
o
3~ +
x
o
. ^.
o~ _
~ _l
cn cn
_oo.
_R~
~ , ~
D .~
~. . . +~0
.... _
-~ i i · I · · · _
0 ·n 0 u~ 0 u~ 0 [n 0 LO O
~ ~ co co c~ ~ _ _4 0 0
~sa
~D
-
o
CO~ ~
o
8 ~
_
o
.=
._
o &
~ P.
¢
o
=0
O
o
o
-
._
~D
U)
o
o
.q
-
1
-
E"
o
o
U)
o
.n
CO
+
a,
g~' /~.
°+ .//
"X / /
~ d1;
_ ~ ~'
11
;- .
0=
~ C ~ ~ O
~ ·.
+
·n ~
o o
+ 11
n
o
D
o
CO
oo
t . _ m0
eC;
o'
~a
1 ~ 1 1 1 1 1 - o
O ~ O. ~ O. ~ O. ~ O. ~ O.
u~ ~r ~14 CO CO C~ ~ - ~ O O
MSd
zo
o l;
.,~
u
-
¢
8 ~o
_ ~
._
-
-
U
X
E~
._
·¢
u,
p.
o
o
~7
-
E
-
E"
o
o
~n
¢
~W
~ /
o`-
~ ,.
))
·~
~ fr/
~ u
~ D
~ U3,
-3 ~ ~
_ _ _
O U) O ~ O U, O ~ O U~ O
I.O ~ r (Y) Co ~ ~ _ _ O O
lIS]
sOo
_.
er
-
o
C~
8 ~
o
o
-.=
._
¢
o ~
-
o
U
o
o
C-7
_`
a)
·=
o
u
-
CD
-
._
a'
u
·5
a,
~n
o
._
U)
Ct
u
_.
L~
U]
o
o
~4
cn
¢
~:
._
OCR for page 342
-
-
-
v)
o
o
ID
x
-
1
-
oD
4,
o
cd
o
-
a,
en
Do
c~
+
x 3e ~
u ~
cn
o go.
o ~ ~
o ~/
l o ~
o 111 _f'
+~7 ~
o l~
,,
1 _
~, .
~oo ~
mG
88
U]V) ~
~ .
,
-
1 ~111 .
o
· o
~X
3 -
r~
o
- oo
o o
o
~r 0 :00
.~ ~ 3 ! 5
. ~ ~ ~ ~ 1 1 1 1 - o
o ~ o ~ o ~ o ~ o ~ o
) ~C~) (V) ~ ~o o
lISd
.
- - o
W
~ ],1,
o
O LO O U) O Lt) O ID 0 u~ 0
. . . . . . . . . . .
~ -~ -r cr~ c~ ~ c~ _ _ 0 0
use
a'
.=
o
C)
-
cn
a,
-
._
.>
a~
~q
o
.=
cn
._
-
a,
u,
E~
o
o
~4
cn
~ -
a'
C-8
OCR for page 343
a,
-
- -
u
cn
u)
o
o
-
~Q
x
4
1
-
o
o
cn
cn
U)
O
O
-
X
4
-
o
~:
o
cn
1 oo
X C~
o
o 11
o.
+
X
o
11
:`
_~:
_ ~ Z - ~
._ . . . , . . . _
. . . . . . . _
~o ~ o U~ ~o ~ o U~ o U~ o
Lr) ~ -~ cr) cr~ c~ c~ - - O O
~sa
~D
~ /- ~
0g 0 ~
~~0 ~ O
~ ~O ~
°
~+ +
=X
a,
~ 11 ~_~
'`
m0\
- -
88
·~
~ I ~ D
ji i~.~g
, _ . , , , , , . . . -
~o ~ 0 ~n 0 u~ 0 u~ ~o uo O
_ _ O O
use
=, l~
°° ,' ~
O- 0=
~u
-d
0- ~
. -= _
~8
CD CD
. si
_.
+
x
-
CO
o
O
1 a
X ~
Lr) O
o 11
+
~xo
o
C~
11
.
.
7~7 D
7 ~,
8
~o,
~ ~. -°r
, -
o Lr) o ~ o ~ o U)
. . . . . . . .
uo ~r ~ co Cn ~ ~ ~
use
~1' ~
.
O L~ O ~ O U~ O U~ O U~ O
Lr) ~r ~r cn cr) ~ ~ _ _ 0 0
use
C-9
o
- O
~_
x
~.
O
~X 0\
' om ~.'
_
~o ~o
~ ~ ~
_
O
~ ~ - o
. . - o
O ~ O
. . .
_ O O
o
- \,)
O
O
<~
_ ~
P
0~
0
0 e~
O
~D ~
P
~U
C~
O
_`
.=
o
CJ
_'
CO
a,
._
-
.
a)
CJ
V]
o
~r!
CD
tJ
=
a'
v]
E~
o
o
¢
-
u
OCR for page 456
lo in ~ ~ ~ to - ~
Cat ~ ~ ~ Ct) ~ d. ~
- - - - - - ~ -
o o - - o - o o
no ox to
cat ~ or
- - - - - 4 - ~ - ~
~ At I ~
'. in. 1¢
~olmlla loos ,~ ISa ala
crx
am-8
0 0 0
8t 8
~ co cat
+~l
. ~
~R ~
suol~a Doe con ISa ala
-
. ~
~4
to
ox
cry
~4
co
or
: ="
m:
oo
c~
0
1 ao
o'
_4
oo ox
0 0 0 0 0
cn
0 0 0 0 0
_ _ ~_ _
r ~o ~ ~
0 0 0 0 0
~ c~ ~ cn c~
+ ~ .::.: ~ ~
_
~
~ -
=, 0
on
u, ~
-
0 ~
~ O
-
~ -
u ~
"o ~
_ ~
~ oo
~ 0
u tn
~ 3
o
ox
cO
suo~!a m°e J°} ISa a8ma
oo
oo
oo
oN
~o
oN
a,
ox
c~ ~ ~ ~
~D ~ ~ ~> ~D
o o o o o
o o o o o
- - ~ ~ ~ ~
o o o o o
~ ~ ~; ~ ~
++ ~:~+
~ u
o o
- -
- ~
o -
- ~
tn
-
~1
~t
.-- 5~7 ~
,
U ~ ~
ISd pUIi°q`{Y°N
r-4
U)
0\
_.
cr~
~<
0\
0\
C~
~_
oo
0\
IO
_~
00
oo
0\
O ~
C-122
a'
.;d
o
_ -
cn
o
.=
C~
a)
cn
Ct
~o
_.
~n
o
Cd
cn
a,
a)
-
a~
cn
o
U)
a,
cn
cn
~4
o
~ -
-
OCR for page 457
_ ~ ~ ~ ao
- - - - -
o o o o o
c~ ~ ~ ~ ~
- ~ - - -
c ~ ~ ~ ~
~ ~ ~ cd
++ -:.~.-is~+
1''~ 1
~ ~ -
~ ~ c~ ~ ~ o
~o~la mos ~o~ ISa 98~Y
C~
Cr~
cr~
o
a~
ax
C~
~o
~o
~4
o~
C~ ~ C~ C~
_4 _ _' ~ _,
o o o o o
o ~ ~ ~ ~
_ ~
+slft
'i~':
slIo~a m08 3°; Im aSmeAv
o~
o
o~
oo
o~
~D
ao
_ :-
oo
C~
o
Lr, ~ 8 0 _ r~ ~ ~ ~ ~ o~ _
o o ~ ~ ~ ~
o o V o o o o o o o o o
o o ~ o o o o o o o o o
o _ ~ ~ ~ ~ ~ o~
V ~ V ~
o o o o o o o o o o o
d ~ ~ ct: ~ ~ p: ~
~ ~ ~ + 1 ~ s 1 x%;~ ~
u,
~ o
u) u
u,
c} ~
~ y
o -
5
·o
o
X °
·s
~ 3
o
·~4
1 1 1 1 1
C~ ~o
~uo}~a ~lloS ~o] ISa aSeJa~
oo ~
CX,
- o~
.-
o'
~:s
-
~ 0
0e
o ~s;
~ a,
_
~ S
~o
_ 7
~ -
~ 3
o
._
C-123
o ~ ~ o o
~ - ~ ~
o o ~o o
~: =: =: ~:
,.
~ ~ ~ ~ .-:.: ~.~ 3 ~
_ . . _
r I
~1
. 1
. t
1 . ,
~ (x
U~
ro
- c~
- ~
oY
oo
oN
~4
a'
ox
- -m
oo
- ~
~o ~
ISd punoq - ON
o
cd
-
u)
o
CJ
a)
u)
:`
~ -
~ -
~n
o
tJ
v,
a'
cd
uO
o
cn
u]
cn
a'
bC
o
~;
~ -
ct
OCR for page 458
ooo oD ~ ~
o o o o
o o o o
- - - -
o o o o
1 ++1 1
oO
17 i1
u~ ~ ~ c~
~o~a ~a ~o; ISa a8ma6v
d4
o~
~4
o
ao
oo
ao
o~
CO
o\
o
a ~ c'
_ _ ~
O O O
_
~D 0\
_. _
_4 _
l t ~ ia
~,~.~
.`
U) ~C9 ~O
ISd plmoq~oN
4,
CD
o
CD ~
~n
4,
~;
o
o:
_ ~
g o
~ -
o ~
_ ~
os ~
._ _
o
u
cn
~ ~ o
U~
_ _ _
_ o _
cr
_ _ _
_ _ _
C ~
++ ;2..
:
_
C~ ~ ~
~ _ _
o o o
C' ~ ~
o _ ~
_ _ _
2++
os
oo
CX)
oo
_4
oo
a
_
_
oo
r~. _ I I I _ ~
U-) ~C ~C~l ~- O ~
lSd punoq~ - M
.
C-124
os
o'
oo
o
~:
_ o
.e U
.
_ U]
~ _
_
_
u, dl
o -
-
3
o co ~ ~ ~' ~ ~ ~ 8 o ~
~ o 0 _ ° 0 _ ~ ~ o _
co o~ 0 ~ ~ ~r ~ ~ ~ oo O
o o o o o ~ 8 ~ ~ ~ ~
~ ~ ~ Q~ ~ ~ e~ ~L ~ ~ ~
Z Z Z Z Z Z Z Z Z ~ Z
++ ll+ 1 1 ~
.... ~ . .
ISd punoq~sea
~o
oo
oo
Crx ~
_`
·=
o
Cd
_'
U)
o
·.=
Cd
cn
:^
~_
cn
o
C~
cn
·`
au
-
au
cn
o
~n
a
s~
~n
cn
a)
o
~D
ao
~4
· -
OCR for page 459
~ ~ o -
o - -
- - -
o o c
- - -
oo ~ o
o o -
- -~ -
+! ~
~T-
u) ~ ~
suo~a moa ]°] ISa asmeAv
1 1
oo
oX
ao
oo
~o ~
~- -
~ ~ 8 ~
o o o o
~a==
C~ ~ ~ C~
~ & ~ ~
~+ ~it
2= 1~_
~ I 1 -r ~ r ~
Ir) ~ ~ c~ ~
ISd punoq~saM
ox
ax
o
os
C~
oo
~
,_
oo
o~
C~
CSx
~_
a,
=
o
tJ
U.
o
=
~n
._
.s
cn
o
U:
._
E~
CD .
4, o
o o
_
-
e _
° U)
oo
~ _
U)
o
os
~ ~ a ~
C~ C~ ~ U)
~D ~0 \0 ~
O O O O
O O O O
O ~ ~ ~
00 0 0 0
+! ~l
.
':~!
.. ~ ~ I
,.;2-~!
... x~ 1
:~: ~
0\
, ~
, 0\
o
, 0\
0\
~r
ISd punoq~nOS
00
C-125
a'
Cd
a)
-
U)
o
U]
a~
V)
cn
a'
o
l
a,
bC
._
r1
-
OCR for page 460
~ ~ C) D ~ ~ ~ ~ V ~ ~ ~ ~ ~ ~ 2 ~ ~ a ~ ~ ~ ~
O O O O O O O O O O _ _ 0 0 0 0 0 0 0 0 0 0 0
~ D P ~ P ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ p ~ _ _ _
_ ~ ~ fir ~ ~ cat ~ ~ 0 _ ~ ~ ~ ~ ~ ~ or 0 red ~ ~ ~
m_____________________
PA C ~ ~ Cat C" C ~ ~ ~ ~ C ~ ~ ~ ~ C Cat Cat ~ C. Cat
Cam Cd ~ ~ ~ Cd ~ ~ be: ~ ~ A: lay ~ ~ ~ ~ Cad ~ ~
Ti ... ~ 1 ... x5'.~; 1 I lili41
U)
O
U
o
U.} °
IS;
-
_
o
_ "D
ad c.~
_ ~
- U.
~ -
:!
o -
u ~
- -
~ ~ ~ o
ISd p~oq~nos
U~
oo
L
ox
C~
oo
a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;7
8 0 0 0 0 _ _ 0 0 ° 8 8 8 ° 0 0 8 ° 8 - ° ° °
a P ~ P ~ a ~ c~ ~ ~ S ~ :s :~; ~ a ~ P ~ ~ E~ ~ a
_______________________
~ ~ ~ =; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ h
~ T++t {~ ~iY ~ {~+
o
o
·
g
o $
C
U ~
~~
,'!
t. ~
dw.
Ub ~
ISd punoq~oN
o o o
u~ ~ ~ cr
C~
++ ~
o
cr~
os
5~ ~
~ 1' 1
c ~' ' ' ' ~ a~
~. ~. . ~
o
ej ,.
. .
. .
~_.
ISd punoqqlaos
ao
00
o~
~o
a:)
ox
~4
0e
0e
~ 0
s; U
o o~
~r:
_
.8 ~
o
_ _
.s
o
~ o o o o
- ~ ~ ~
~ ~ a ~ ~
_. _ _. ~ _4
~ Pt ~ ~ ~
{++ 1
o
. _~ . ~
~/
,
C-126
C~
ISa pUnoq - ON
~o
os
oo
o~
r-4
oo
ox
oo
ox
OCR for page 461
a G ~
o ~ ~
o o o
o o o
_ _ ~
=o To ma
Cal ~ ~
a, ~
~
U) o ~ ,.
act /!
Flu
l l
. . 1 1
t_
ISa pUnoq~noS
~4
to
or
or
~4
Do
o,
Do
or
~o
~o
' o~
o
o~
o
1 1
9
U
o
_
u m
_ _
~ -'
0
0e C~
U]
o
u
cn
_
O O ~
cr) ~ ~
0 0 0
0o 0 ~
C~ O O
~ P~
i..
8r ..
0\
~ ' ~
1~ \ O
|2 ~- J
Ff - ~=
ff -
I! ~
1 1 1 1 1 o~
~n ~ ~0 ~
Isa pUnoq~oN
,=
o
C)
~n
o
.=
cn
ct
~4
·_1
u,
o
cn
a)
a,
v)
o
cn
a)
~n
u)
a)
o
a'
~ -
ct
-
C-127
OCR for page 462
:, ~ :' ~ ~ a ~ t~ ~ O
O O O a _ ~ ~ ~ _
__________
O O O 0 0 0 0 0 0 0
:s :~ ~ ~ ~ ~
_ ~ ~ car 0 _ ~ cry or)
OOOO______
_ _ ~ _ _ ~ _ ~ _
4 4 ~ 4 ~ 4 4 4 4
lo: lo: ~ PC ~ ~
l +~..~+t+l 1. .
1~, ~
Cal Cal ~ o
ISa puneq~se~
' 1
1 ~
fi ~
as
Car
cr
on
oo
m~ If -m
o o o
or tat
,- ~
· --is OF 1 ~
In ~ ~
Isa punoq~s9M
1 1
=
oo
o ~
oo
Cr~
U) _.
~ 6
~ o
U
3
o o o
C' ~ ~
C~ ~ U~
_ _ _.
++ .'..,
E~
~ - uo - ~ ~ - u - ~ ~ -
_ ° Q _
a a
_ _
n Ln
4=
{++ ~ 1
. . .
j .. ._
C ~O
ISa punoq~se~
o~
CO
C~
a~
o
ax
os
C~ Lr) ~ ~ 0\ ~ ~ ~
_ _ ~ _ _ ~ ~ ~
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0\ _
_ _ _ _ _ _ ~ ~
0 0 0 0 0 0 0 0
++2+++1 11
~ .
_
~ o"
a,
0e
08 ~
-
0 ,,y
U
o
t3
·e
_ U,
=. ~
~ Z
~ -
0
uu,
~ S
C-128
.
1
suo - ana
~0810; ISa ~8A~
1=
' ax
O
1
U]
o
c
a
cn
a'
-
a)
cn
o
OCR for page 463
Table C-17. Sublunary table of selected Minnesota Investigabon IS3 study sections.
_
Traffic Estimates
Design Group | | P m | sI . IParameterl Value
Identification Location Type Year Period) yrs I
1953 Construction Thin AC AC 1953 14 Avg
Sect 39 MTH 55 (E. of Eden Valley) Annual 9,973
Sect 40 MTH 55 (W. of Kimball) ESALs 9,663
1956 Construction Win AC _ AC 1956 9 Avg
Sect 24 MTH 19 (N. of Lonsdale) Annual 3,263
Sect 28A MTH 30 (E. of Stewarl~rille) ESALs 3,850
Sect 29 MTH 30 (E. of Stewartville) 2,322
Sect 38 MITI 7 (N.W. of Montevideo) 27,744
1958 Construction Bit. AC AC 1958 9 Avg
Sect 4B MTH 73 (S. of Hibbing) Annual 10,306
Sect 5 MI'H 34 (E. of MTH 65) ESALs 4,705
Sect lOA MTH 371 (S. of WaLker) 2,715
_
1961 Construction Thin AC AC 1961 6 Avg
Sect 3B MITI 59 (hi. of Thief River Falls) Annual 16,291
Sect 26A MALI 76 (hi. of Money Creek) ESALs 1,114
Sect 27A MTH 76 (S. of Money Creek) 1,254
Sect 46 MTH 1 (W. of Jctn. 72) 5,123
1961 Construchon~ Thick AC AC 1961 6 Avg
Sect 7A MIH 23 (S. of NemadJi River) Annual 16,497
Sect 11 MTH 371 (N. of Brainerd) ESALs 10,355
Sect 22 MTH 55 (E. of MTH 101) 22,351
Sect 23A MTH 36 (E. of N. St. Paul) 71,384
Sect 30 MTH 169 (S. of St. Peter) 154,743
Sect 37A MTH 68 (S.E. of Canby) , 19,372
MTH: Minnesota Trunk Highway
C-129
OCR for page 464
ox 6 ~ cow
~ c4 ~ ~
+ ~ ~ +
8~ ~
Cal ~ ~ o
ISd
. - Go
be
Cal
of o
r ~
6:
~ ~ 1 1 1 1 o
A- 0
ISd
l ~
~ In
of
, et4
~ ~ ~0
O4 C ~
..,
, ~,~
.,
~:
T
CO
o
.
-
.
-
,
~ V
_4
· -
o ~
on
4u *
~ o
·s
U
1 ~J
o
~ U
E~
-
.
~D
4,
u
· -
U)
- ..`
o
ISd
n~
1=
U)
o
o
~i
L~ ~
+ ~
o
CO ~
~ _
_ ~
o ~;
4, _
·~
o
1;
a, u
~ UJ
~ o
·
_ U)
D
u
._
U]
C-130
o
~4
ISa
l
oo
~C
cn
o
.~
a,
cn
cn
l
o
r!
Ct
~4
~r!
~n
a)
o
cn
a
._
o
cn
a)
~n
V)
a,
rC;
o
~:
OCR for page 465
- ~
a,
~ -
o
- ~
a)
o
~ -
Id
a'
in
:^
~ -
u,
oo
o
·
~ -
cn
a)
o
a)
a'
o - ~ ~ ~ If
cO ~ lo cr) ~ ~
++ . ~' f+ 1
.~U
~ ~ ~ ~ ~ A
Isa
no
4)
o
~4
in
a'
no
cn
a'
be
o
en;
1
~ -
C-131
OCR for page 466
to ~ ~ us ~ or to - ~ us ~ to
to ~ ~ ~ ~ ~ ~ ~ ao
- - ~ - - - - -
o o o on - - - ~ o on
00 0 ~ ~ us cat cat 0 - ~ ·n
Us D ~ ~ ID
- - ~- - - - - - -
c,
he at:
~ ~ + + It t + I I r ~
~r"
ii P~
c
u, ~ ~ cat ~ 0 r
suo~ana
mog 1o; ISa a88za6v
r~
:~
, -
~o
~o
-
os
cn O
~ U
o ~
~: ~
O
-
~ _
·- Ct)
- 4
·~
C~
c: ~ a c; ~ ~
C~ ~ U)
00 ~ ~ ~ ~ ~
O O O O O O
a
~:
++ ,.~++
cr~
C~
. -
C~
. ~
o
c~
C~
. ~
l
~r
ISd pu~oqilyoN
oo ~
c~ ~
. ~
_ ~ ~ ~ ~ ~ ~ ~
0 _ 0 _ _ ° _ Q
l ++ ~ +++ t ~
., ~ ~
siL~
sUomana
~oa ~o' ISd aSma6V
c~
c~
. ~
oo ~
oo:
c~_
__
_ ~
oo
. - c~
0 ~
~ ~ a ~ ~
O ~ C~ ~ O O
~ ° - ~ a a
- ~ ~r Lr) ~0 0o
C~ ~ C~
P~
~:
+ ~ <'++ ~
~ U
O
4} ~C
O ~
~: tn
- .=
U)
~
O
·_
·
O
U ~
°e U]
~ 3
C-118
·-- %, ~ON
C~
:3
C~
o~
. -
C~
C~
. ~
C~
. a:
· . C~
C ~O
ISa plmoQl{yoN
4,
_`
a)
.c
o
~_
Cq
o
.=
~n
~_
U)
o
C~
cn
·`
-
a,
cn
o
~n
~n
~n
o
a)
~4
~_
Representative terms from entire chapter:
tal applications
