hpms study 2/27/1989Engineering Department
300 Wesi Ash Street
PO Box 736
Salina. KS 67402-0736
Telephone 19131 8279481
CITY ENGINEER
DEAN BOYER. P.E.
February 27, 1989
Mr. Terry W. Heidner, P.E.
Chief of Transportation Planning
Kansas Department of Transportation
Docking State Office Building
Topeka, Kansas 66612-1568
Re: HPMS Study
Dear Mr. Heidner:
The City of Salina has not performed any capital improvement
projects in calendar year 1988 involving the streets listed
on the enclosed computer listing.
If you need additional information at this time, please contact
me.
Sincerely,
211
Don Hoff, P.E.
DH/mp
Enc.: (1) Computer Listing
ASSISTANT CITY ENGINEER
DONALD E. HOFF. P.E. MEMBER... KANSAS LEAGUE OF MUNICIPALITIES • NATIONAL LEAGUE OF CITIES
STATE OF KANSAS
KANSAS DEPARTMENT OF TRANSPORTATION
Docking State Office Building
Topeka 66612-1568
(913) 296-3566
Horace B. Edwards February 24, 1989
Secretary of Transportation
Mr. Dean Boyer, P.E.
City Engineer's Office
P.O. Box 736
Salina, Kansas 67401
Dear Mr. Boyer:
Mike Hayden
Governor of Kansas
We are requesting your assistance in the annual Highway Performance
Monitoring System (HPMS) capital improvement study.
Please use the HPMS section number (on the enclosed computer listing) in
reporting improvement type data for all non -federal -aid capital improvement (not
maintenance) projects completed in calendar year 1988 on HPMS sections.
Since your capital improvement projects may not exactly correspond with
HPMS sections, please include on the enclosed data sheet: 1) project beginning
and ending point descriptions; 2) new bridge locations; and 3) route or street
names and lengths. This will allow us to assign capital improvements on
portions of the HPMS sections. An explanation of improvement types is enclosed
with the reporting form. If no improvements were completed on HPMS sections,
return the data sheet with the word "None" indicating this.
We would appreciate your returning the data sheets to Terry W. Heidner,
Chief of Transportation Planning, Kansas Department of Transportation, Docking
State Office Building, Topeka, Kansas 66612, by March 17, 1989. If you have any
questions, please call Ron Balsters of this office at (913) 296-2778.
We appreciate your assistance and look forward to hearing from you.
Yours truly,
6-Q V U �.
Terry W. Heidner, P.E.
Chief of Transportation Planning
TWH:RB:ckb
Enclosure
Capital Improvement Data
Improvement data is essential to the evaluation of the effectiveness of existing
highway programs and to determine the magnitude and make-up of future Federal
Aid highway programs. The following must be reported for each sample section
having an improvement completed during the data year. The improvement types are
shown in hierarchical order which should be followed in assigning improvement
type.
Type of improvement -- Improvement types are as follows:
20) Relocation
31) Reconstruction to Freeway
32) Reconstruction with more lanes
33) Reconstruction to wider lanes
34) Pavement reconstruction with alignment improvements
35) Pavement reconstruction
40) Major widening
50) Minor widening
60) Restoration and rehabilitation
71) Resurfacing with shoulder improvements and
Portland cement concrete pavement restoration
72) Resurfacing with shoulder improvements and
bituminous pavement restoration
77) Resurfacing with
Portland cement concrete pavement restoration
78) Resurfacing with
bituminous pavement restoration
The type of improvement is determined by the nature of the construction rather
than the source of funding. Only one type of improvement can be reported for a
particular section in a given year. If any improvement is a part of a staged
construction associated with or overlapping with a higer priority (lower
improvement type code), the higher priority code should be used.
The relocation improvement type (code 20) should only be used if the existing
section is replaced by a section on a new alignment and the original section is
abandoned. Since code 20 will rarely be used, the majority of capital improve-
ments will receive codes 31 through 78.
Improvement Type Definitions
Code
20 RELOCATION - Construction of a facility on new location that replaces
an existing route to the extent that the old route is abandoned. The
new facility will carry all of the through traffic with the previous
facility closed or retained primarily as a land -service road.
RECONSTRUCTION - Construction on approximate alignment of an existing route
where the pavement structure is substantially removed and replaced. Such
reconstruction may include widening to provide additional through lanes,
adding grade separations, and replacing other highway elements. Adjustments to
existing horizontal and vertical alignment can be made. Code one of the fol-
lowing types of reconstruction (Codes 31 to 35).
31 RECONSTRUCTION TO FREEWAY - Complete reconstruction to freeway design
standards on substantially existing alignment. This improvement type
always includes the addition of full control of access. It may
include the addition of lanes, dualizing, addition of interchanges or
grade separations, or widening of lanes, depending on what was
required to bring the facility to freeway standards.
32 RECONSTRUCTION WITH MORE LANES - Complete reconstruction on substan-
tially the same alignment with the addition of lanes to the existing
section. Alignment, shoulder, and drainage deficiencies are cor-
rected.
33 RECONSTRUCTION TO WIDER LANES - Complete reconstruction on substan-
tially the same alignment with lanes at least one foot wider than the
existing section. Alignment, shoulder, and drainage deficiencies are
corrected.
34 PAVEMENT RECONSTRUCTION WITH ALIGNMENT IMPROVEMENTS -Reconstruction
of the highway section to correct a pavement deficiency. Specific
horizontal or vertical alignment deficiencies are also corrected.
35 PAVEMENT RECONSTRUCTION - Complete reconstruction on substantially
the same alignment without widening the pavement structure. Drainage
deficiencies and minor alignment deficiencies are corrected.
40 MAJOR WIDENING - The addition of lanes or dualization of an existing
facility where the existing pavement is salvaged. Also included,
where necessary, is the resurfacing of existing pavement and other
incidental improvements such as drainage and shoulder improvements.
50 MINOR WIDENING - The addition of more width per lane to the roadway
of an existing facility without adding through lanes. The existing
pavement is salvaged. In many cases, the improvement will include
resurfacing the existing pavement and other incidental improvements
such as shoulder and drainage improvement.
Improvement Types Definitions (continued)
Code
60 RESTORATION AND REHABILITATION - Work required to return an existing
pavement (including shoulders) to a condition of adequate structural
support or to a condition adequate for placement of an additional
stage of construction. There may be some upgrading of unsafe features
or other incidental work in conjunction with restoration and rehabil-
itation. Typical improvements would include replacing spalled or mal-
functioning joints; substantial pavement stabilization prior to
resurfacing; grinding/grooving of rigid pavement; replacing deterio-
rated materials; reworking or strengthening bases or subbases, and
adding underdrains. If this type of improvement is done in prepara-
tion for resurfacing, it should be reported separately only if the
resurfacing is not completed in the same year.
RESURFACING - Where any of the following surfacing improvement types are con-
structed by separate project as a final stage of construction, the type of
improvement should be the same as that of the preceding stage -- i.e. reloca-
tion, reconstruction, minor widening, etc.
71 RESURFACING WITH SHOULDER IMPROVEMENTS AND PORTLAND CEMENT CONCRETE
PAVEMENT (PCCP) RESTORATION - Placement of additional PCCP material
over the existing roadway to improve serviceability or to provide
additional strength. Shoulders are widened or reconstructed to pro-
vide additional strength. There may be some upgrading of unsafe fea-
tures and other incidental work. This code should also be used when
concrete restoration includes techniques such as sub -sealing, joint
repair, diamond grinding, etc.
72 RESURFACING WITH SHOULDER IMPROVEMENTS AND BITUMINOUS PAVEMENT RESTO-
RATION - Placement of at least 1 inch of compacted bituminous mate-
rial over the existing roadway to improve serviceability or to pro-
vide additional strength. Shoulders are widened or reconstructed to
provide additional strength. There may be some upgrading of unsafe
features and other incidental work.
77 RESURFACING WITH PCCP RESTORATION -Placement of additional PCCP mate-
rial over the existing roadway to improve serviceability or to pro-
vide additional strength. There may be some upgrading of unsafe fea-
tures and other incidental work in conjunction with resurfacing. This
code should also be used when concrete restoration includes tech-
niques such as sub -sealing, joint repair, diamond grinding, etc.
78 RESURFACING WITH BITUMINOUS PAVEMENT RESTORATION -- Placement of at
least 1 inch of compacted bituminous material over the existing road-
way to improve serviceability or to provide additional strength.
There may be some upgrading of unsafe features and other incidental
work in conjunction with resurfacing.
m
F m
wz
sx
> M
dF
x u
Tomo
a n1
zz
0 0
H H
F z F
Z4z 4
404 0
0Fm F
FwF w
2Wz W
z✓
a
�m=
H u0
F4
ow
>z> 2
M,
owom W z
O
zmmmo S O
0mol�wpIH
W H
MS>SF > E-
H
F 1-14 H 4 4ow 6
9c h
z O
Fm000 O
W"'
HWWWF W F
agFGw F m
H a w a W W W
mnmom m m
Kouo u
xxzxF z F
W NON z O z
mxux0xuSS
O F F F w F F E W
Z M Z H> H z M>
csssasisa
MONO O N O
ohZiU mw
z
z
I°-I.ziulZi Hn
EuGuououo
44Z4z4z4z
ON
00
mw4wHW4WH
mu
omamxmams
N
FOF000Foo
wwONFNmmF
zo
HM
ON O W H W O W H
zy
mmammmnlmm
H W
00
ur r r r
m
F
z
W
W w W
>No
F u
m
0
x
zwx
"
a 4 H
AM
4W
SOmZ z
wow0m0
WSmHE-H
m
m FHFzF
O
m wxsuwu
IN F oSo
D O I-1 0 0 W m
101,
O F=FF>E
ox
u mo
MOM
=Z FIHOOOOWOzz
Z H H M u S U H H
F
NOzuuv
S mow
1.0===
E
W oo00
> HM 0 0 F z F M M
E E4w
O FFFFzNOxx
Mw
m
a uzzzx
MOuaW00
.iuu>
ONWw4a44H
m
c mmmma4axs
mm
V I I I III
w
xz
I B..ry mo mmm
P.- rvmmnn mom
F
i
cc iI r•o I
10 1 ''. . N 1
V 1�OcrS 7 1
G 1 1
1 I I
I 1 I 1
w 1: G a i l
r 1; H ul r 1
0 M 1 V1 p 1
n 1 ' ca 3_' 1
1 1
1, 1
i n 1
1 0 1
I. ul ILI C7 1
1 r' LLL Q
1 O vl �! t
1 1
H 1' ri 1
2 1 C) 1
I w x C] 1
H L'J 1
A 1 LL v 1
I'QLv z 1
t 1
1
1 • V'1 .0 1
(/I 1 LJ N r 1
2 I'. z Q v I
0.1 11_]J 7 1
r I. LL U O I
vI 1
J 1 I
1 a 7
z 1 W U I
U 1'N®Q I
cc I�Y.Ev
1 S Z U.
1 I I
I I,i I
I 1! I I
I 1; UI I
ILINI
J
I Y 1''. O
I N 1 � L11
1 Y 1! J
1 4 1 i
I Z 1 !1
I a 11
O 1'
I z I
I Ili S)�
O 1''. z
H 1 1 H j
Irl! o
II 111 z
1 u.l 1 w
1 U 1
V 1' H
II a 1 ' Fi
II v I I 4
II n 1 f�
II I! Z i
Z 1 H
n SJ I l Z
II H
II LLI 1 : 4U j
II N 1
I I ! I
11 J
II 7 1' UI
It O 1 W
II 11 N
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
1
1
i
I
CD (JI 1) C) OC) (D C)G CJ OCD C) C, cJ GQ Sao acral a
1
O rJ [J+:D JUU �3O L] C)f_1,:7 p ~7U 000; a
i
;
i
c-? If 4) O •C) o -0 0 (,I r-. r- r- r- r- r r. U) r r •^, r
r r '- r r r V. C+ 0 C C'I- r r r r r CV
x aJ (i• cu a+ cc, W 00 01 V-) IQ co V1 W a0 M CA, oD oo 00 W OSj op
J J J'''v'141 J v1—'v 4 -,r -t d1`1' 1-7.7+,.4
r T K) K) K: K) K) M r K) M M M 1'' 1 N) M M M +t M to M M
vi •C: U'. U+ k', k, Y-. V'. `C Yl U'. V In U": V`. UIr, V1 Vl V
) I
i
,..) In ,) Y,1 v) Vi v+ In In dJ ) In In 'c.T .I In In •_J *'l (n In 0 v,
r T' C.'. p' a) P V ti V) CJ (-1 co I:I r r •-- r N CT. M M V) In
K, 10 1.0 41 rv01J IC `Ci 1.,. r.. h -r r -h h Nr M r-hN M
r r` v -t -7 -1 S .r r d' •J 1 v .r J -t f o V' r i r
I
I
I
:7 Y.1 "] CI '.:) Y} f.J tiJ G iJ c I U In C% S7 Cl 1 . 7 a Q J
In M M p. I!) I[) O. 1`- M In vI In 1I) .) Ici�n r- r. Ni coCC In In C) M
In d C 7 r N i� M r N I n f !'. . N V, .. J N N V) N . N
• • • • • •
(D it 1 Cl O O {) O S;) f) Cl 41 O (-1) .? YLI fti C) C)i Ll U O t`)
_)C) 4C)f-)cl,O cJ O )G c , cj afJL CJ
r C) r In CJ
M. KIo.1 w
.: . K. ef. � -) !. .r Ln r r +!' �,!' ✓ 1 r,') L!1 (!) C'I r. In (f1 N
[1 ! nI r.l to
J J J J J J J J J J
It, 3
[:+ II_
C71 1 Z.
FI Y U I ri
G 3 Y O +i V .1t Z
In III IV
Y f_l 4 O C] CI J J C1 <S N
U.1 U H F ill rl = rr, LL IL LLI UI
\ Z \ Z (J
1-4
H
lJ.) n.Lu
j-urcIn
Ul n LLUi 0 U N N 0 Cr1. 0
U U +� Z
Q,
a, In r- 2
n z Z H
i J
Y
Y U I
Cr; rr, J
17
g.; v r-( ,-+ 0 17,71 r z 417
n CO C1 J Jr r LL Q .ZZH
r' J N -ti UI N cU x+07 :x Vas W Z
H". . 1 i' Y r U 7 ' L, Ill -1 M <e H
n-1 I_^''C T. tL rr :,, ry W 0. 0. J J P^+ I'll S. �Z. 4, ul J J 417 O
d H r 17- h: 4 C:.1 W 41 1:1 +11 J; 14.
h a: 'n ITL Q r
3 :a Q: rI H !* Q. V +D (,7 nl .
i
a n.
O C] C) 1" n C7 UI
,t
n' ' u: .Y q 4 <q R ti 4 lL:
c)a a(t0n a?7r Cr r.::
.il Il_ 1L U U_ W ll S r- Ci -: 171 +S
J Z :r a :S .t S r .t IT at Q In v) F= a C, Ci o
U > -1. <( .t ..x 't .t S' Cl 0 0 -]l V3 I1 -C 7':L z H H H H
C,: re r, rl M 0 LY. h[ a" Ci: r r r r H Q T Z Z i
«: ? V1 a Q a G
rrr r f-rT�-r �-r r.- rT'-Tri Tr^'T
-11 r _) r1 T r r., d cC O CT •C+ V) � r- r 417 in
I`_ :,d C .r0 CSrrj " r4 M
"j I'I NrI> ::j M+ -Y N C.rJ rA
T N fN N 4:J moi'
�I