HomeMy WebLinkAboutresolution.council.069-10RESOLUTION #Vp/
(Series of 2010)
A RESOLUTION APPROVING A CHANGE ORDER TO THE CONTRACT
BETWEEN THE CITY OF ASPEN, COLORADO, AND MUELLER
CONSTRUCTION SERVICES, INC SETTING FORTH THE TERMS AND
CONDITIONS REGARDING NEALE AVENUE BRIDGE RAIL
REPLACEMENT PROJECT AND AUTHORIZING THE CITY MANAGER
TO EXECUTE SAID CHANGE ORDER TO THE CONTRACT
WHEREAS, there has been submitted to the City Council a change
order to the contract between the City of Aspen, Colorado, and Muller
Construction Services Inc, a copy of which contract is annexed hereto and
made a part thereof.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL
OF THE CITY OF ASPEN, COLORADO:
Section 1
That the City Council of the City of Aspen hereby approves that the
change order to the contract between the City of Aspen, Colorado, and
Muller Construction Services, Inc regarding the Neale Avenue Bridge Rail
Replacement Project, a copy of which is annexed hereto and incorporated
herein, and does hereby authorize the City Manager of the City of Aspen to
execute said contract on behalf of the City of Aspen.
Dated r
` Michael C. Ireland, Mayor
I, Kathryn S. Koch, duly appointed and acting City Clerk do certify
that the foregoing is a true and accurate copy of that resolution adopted by
the City Council of the City of Aspen, Colorado, at a meeting held August
23 t 2010
• -
Highway Number (ON) 5D: NEALE U
Colorado Department of Transportation Mile Post (ON)11: 0.000 mi
Structure Inspection and Inventory Report (English Units)
Bridge Key: ASP - NEALE AVE
n /Sects 2E/2M: 32
ff
171
A gp =
1097
03820
Code 4:
P ace
SPEN
�
i sin Prefix 5B:
F
evel of Service SC jiiii
Direc80nal —Suffix
IO
eature Intersected e:
OARING FORK RIVER
acil' Cartled 7:
N LE AVE
ias Str No.BA:
P -NEALE AVE
nl Str N0. 8P
F Ocat'on 9:
BLK E OF HWY 82
99.99
F
0000000000
00
9d 11' 21"
1064 48' S0"
N
N
r
2
F. 274
P
0.00
fO 9n"
ns Of Name: CIOFFREDIN
Inspection Date: 5111/2010
r F —
r
5 7
FS 0 98ft
9.8 ft
Oft
.0 ft .1 ft
26.0 ft
1,598.2 sq. ft
99.99
FN
0.0ft�
1"
.Oft
F_
F—
��
1"
1 LF LOed FacU
0.9
;4
�in"
I=
I
1
1
3�
1'
.Oft
[St zntec
IOFFREDIN
F 24m — ont hs
�
r'
1
Sufficiency Rating: 69.9 FO
I�
3,83 8
12023
ICDTPG
21
IV
O
0 11/231199�
0.4�
0.48 .00
10
FFSYS
Tue 711312010 09:00:18
l nsp007b Inspection_ english Structure ID: ASP - NEALE AVE Pa ge 1 of 5
Colorado Department of Transportation Highway Number (ON) 5D: NEALE U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)l1: 0.000 mi
Element Inspection Report
ImlEn
Description
Units
Total Oty
In 1
CS 1
in
CS 2
A in I
CS 3
% In 4
CS 4
In
CS 5
417
P Cone Deck= Ovly
(SF)
1,59C
100 %
1,59E
0
C
0
mbedded bearing plates.
0
one Abutment
0
0
0911
PIS cone Open Girder
(LF)
36E
96
35
4
1 E
0
Elastomerlc Bearing
0 OA
C
0 DA
0
1511
WConc Abutment
(LF)
8C
98
7
13 OA
IC
0
0 QA
C
0 OA
0
08 /1
onstr Non Exp A
(LF)
13E
99
13f
1
0
0 CA
C
0
0
1011
stomeric Bearing
(EA)
1
0
100
1
0
0
0
0
2611
dge Wingwalls
(EA)
100 °
0
0
0
0
0
5711
ne Bridge Railing
(LF)
4
0
0
0
0
0
0
3311
er Bridge Railing
(LF)
9
0%
100
0
0
0
0
3811
ne CurbslSW
(LF)
100
4
0°
0
0
0
0
0111
annel Cond
IhannProtMatCond
(EA)
1
0
1
0
0
0
0
0
Z7
(EA)
1
0
1
0
0
0
0
0
0411
nkCond
(EA)
1
0
1
0
0
0
0
0
1011
terway Adequ.
(EA)
1
0
1
0
0°
0
0
0
20/1
pRdAlign
(EA)
1100
1
0
0 0 A
C
0
0
0
3011
pproach Guardrail A
EA) 1
1100
!. 1
0
C
0
0
0
0
0011
enl Remarks
(FA) 1
1
rl
1
0
0
0
0
0
kimlEnv
Description
Element Notes
4/1
P Cone Deck= Ovty
oncrete.
urface: 3 112 inches asphalt.
0917
PIS cone Open Girder
restressed concrete double tee girders - Hairline diagonal (shear) crack exists in
tems C, E, and G (obtuse angle side) at west abutment (Al). Small spall at east
rid of third stem from north (Girder C). Small spells at embedded plate for bottom
races at each rail post. Small minor cracks and spalls with efflorescence exist at
mbedded bearing plates.
1511
one Abutment
oncrete - Several vertical hairline cracks, some with light efflorescence, areas of
inor honeycomb, minor abrasion at waterline on west abutment (A1).
0811
onstr Non Exp Jt
Joints between double tee flanges - Light leaking with some efflorescence, small
palls between Stems BC and FG near east end.
1011
Elastomerlc Bearing
Double tee girders bear on steel plates on elastomeric pads - Rust (R2) on steel,
ads crushing.
2611
Bridge VVIngwalls
oncrete, flared - Northwest has severe spall with exposed rebar at comer with
hutment above bearing, northeast has moderate spall at top comer at abutment.
33111
one Bridge Railing
poncrete Jersey Barrier on south edge of roadway - Vertical hairline cracks and
umerous minor scrapes /spells.
1nsp007b_inspection_sia_english Tue 711312010 09:00:18
Structure ID: ASP - NEALE AVE P.— 9 of C
Colorado Department of Transportation Highway Number (ON) 5D: NEALE U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)l1: 0.000 mi
Iem1Env
Description
Element Notes
33317
Other Bridge Railing
Log pedestrian rails with galvanized W beam on steel wide flange posts with log
truss facade on south side. Top log rail new since 1999. Remaining log rails have
minor to moderate rot. Galvanized W beam rail on painted steel wide flange posts
attached to double tees with log truss facade on north side - Several areas of dents
and scrapes. All steel posts have some light rust (Light R1) and south posts all have
rust (R7) around welded connections. The W -beam exhibits multiple locations of
impact damage along with 1 112 -foot tear near west abutment (At).
3811
one Curbs/SW
Sidewalk, asphalt over double tee flange at south side.
0111
hannel Cond
Boulders, cobbles and sand, good alignment.
0211
hannProtMatCond
Boulders and cobbles at comers of bridge - Provides adequate protection.
50417
lankCond
3rass, rocks and trees on banks.
1011
Vaterway Adequ.
No evidence of recent overtopping.
2011
ppRdAlign
Sharp curve at wrest approach, asphalt - Transverse cracks at abutments and 8 ft
behind west abutment (Al).
3011
ppprach Guardrail A
Galvanized W beam rail on treated timber posts, blocked out, flared vdth shielded
breakaway end sections at northwest and southwest, flared end sections at
northeast - Too short, not gradually stiffened, end treatment at northeast not
shielded and breakaway. All posts severely rotted, rail loose, ends damaged. The
northwest exhibits impcat damage and the 1st post is leaning /not attached. The
northeast has rotten posts and is flaredMredged behind a boulder, posts are broken,
l eaning. W beam damaged at southwest, northwest, and northeast,.
0011
enl Remarks
everal utility conduits under bridge at south side.
Maintenance Activity Summary
MMS Activity Description Recommended StatusYear Completed Est Cost
06.02 (Railing /30/2006 1 2012 19600
Install adequate bridge and approach rails.
06.08 Railing /30/2006 1 2012 1500
Replace rotted and damaged approach rail or replace per Activity 306.02.
insp007b_ inspection _sia_english Tue 7/13/2010 09:00:18
Structure ID. ASP - NEALE AVE Paoe 3 of 5
Colorado Department of Transportation Highway Number (ON) 5D: NEALE U
Structure Inspection and Inventory Report (English Units) Mile Post (ON)11: 0.000 mi
Maintenance Activity Summary
MMS Activity Descriotion Recommended StatusYear Completed Est Cost
306.07 Railing /30/2006 1 2012 1200
Replace all rotted timber rails.
156.01 Surface 1 /30/2006 -1I 2012 175
Seal cracks in asphalt at ends of bridge and in sidewalk areas.
Bridge Notes
Insp007b_Inspsc0on sla_english Structure ID: ASP - NEALE AVE Tue 7113!2010 08:00:18
Page 4 of 5
r
r " "' `�,.
r �' "'«
. . _��
��� �,
J ;.
. Yt
�+ A
I t �a
. %r : y•
'l
S.�
J �f
�k��
�
a
"�..'
S�.
��
-
.. e
� �W
� i
p�
r � �
� t:
�
J
1
`I
y aF�
Pil ag'�
�a
����#
t
.Ya .'
� n
�S ��A�"•
_
t
1 F
� ^1f +! 4
�
�
Colorado Department of Transportation Highway Number (ON) 5D: NEALE U
Structure Inspection and Inventory Report (English Units) Mile Past (ON)11: 0.000 mi
Inspection Notes
Date 5-11 -2010 - To : 58 D rasa Tlme: 3:40 PM Weather. Clou breeze
Scope:
Z NBI: ❑I Element: ❑ underwater:
❑ Fracture Critical: PI Other:
Type: a ular NBI
Inspector. CIOFFREDIN
Inspectlon Date: 05/112010
Inspection Team:
Inspector
Inspector
insp007b_inspection_sia_english Tue 711312010
Structure ID: ASP - NEALE AVE
,+
�J