HomeMy Public PortalAboutPavement Evaluation & Pavement Management Program (Sep. 26, 2006)City of Temple City
PAVEMENT EVALUATION AND
PAVEMENT MANAGEMENT PROGRAM
--MMT:d r
September 26, 2006
T J ,WA
Table of Contents
Introduction............................................................................1
II. StreetSaver Pavement Management System....................................1-3
III. Field Data Compilation and Results.............................................3-4
IV. Summary and Conclusion.........................................................4-5
V. Recommendation.....................................................................5
Figures
Appendices
Figure 1: Pavement Deterioration Curve...........................................6
Figure 2: MTC StreetSaver Flowchart ..............................................7
Figure 3: PCI Categories..............................................................8
Figure 4: Illustration of Time Sequence Assignment of Preventive
Maintenance Treatments..................................................9
Figure 5: Illustration of Time Sequence Assignment of Preventive
Maintenance Treatments.................................................10
Figure 6: Maintenance & Rehabilitation (M&R) Decision Tree .............. l l
Appendix A — Section Condition Inventory and Section PCI Listing
Appendix B — Preventive Maintenance and Rehabilitation Decision Trees
Appendix C — Needs — Treatment/Cost Details
Appendix D — Scenarios -Sections Selected for Treatment
Appendix E — Needs — Projected PCl/Cost Summary, Scenarios — Cost
Summary, and Scenarios -Network Condition Summary
Appendix F — Pavement Condition Photos
Appendix G — Report Graphs
I. INTRODUCTION
This pavement evaluation and management program was developed for Temple City's
streets and alleys. The City is approximately 3.85 square miles in size and has a street
network made up of 75 miles of streets and alleys. From a functional street classification
standpoint, 10 miles are arterials, 41 miles are collectors, 20 miles are residential/local,
and 3 miles are alleys.
It is important to maintain roads on a regular basis rather than to put off the work as long
as possible. Figure 1, entitled "Pavement Deterioration Curve", shows that pavement
performs well during the first 75% of its normal life and is still considered to be in fair
condition. After that, however, the pavement deteriorates very rapidly with another 40%
drop in quality, which leads to a road in very poor condition. This pavement condition
variation is very significant because studies have shown that if streets are maintained
while in good to excellent condition, the total annual maintenance investment is four to
five times less than if the pavement is allowed to cycle to poor or failed conditions.
Figure 1 depicts the dynamic nature of road deterioration.
IL STREETSAVER PAVEMENT MANAGEMENT SYSTEM
A pavement management system (PMS), using the Metropolitan Transportation
Commission (MTC) StreetSaver software, was developed to help organize and analyze
information about pavement conditions in order to determine the most cost effective
maintenance treatments and strategies. Specifically, the StreetSaver PMS, a network -
level program, assessed the condition of the road network, defined and adjusted
maintenance treatments and costs, and examined the impact of specific maintenance and
rehabilitation budget allocation strategies through the use of "what if' reports. Two
important goals of this program are to:
• Improve the pavements that are in poor condition, and
• Keep the streets that are in good condition from deteriorating to the point where
less expensive repairs are no longer effective.
Figure 2 entitled "MTC StreetSaver Flowchart," is an overview of the program and is
generally described as follows:
Network Definition and Sectionalization
First, the road network must be defined and sectionalized to include all streets, alleys,
parking lots, and other pavements in the street network. Through sectionalization and
creation of road management sections, road data such as: identification, location, number
of lanes, functional classification, area, and surface type was established for database use.
-1-
Pavement Inspection
Next, the management sections were inspected (inspection sample units were usually
between 10% and 15% of a management section area). The types, severities, and
quantities of distress present in the inspection sample units, as defined in the MTC
Distress Identification Manual, were next assigned to the management section based on
field survey of the inspection sample unit. Based on evaluation of the distress
information, the Pavement Condition Index (PCI), a rating of pavement condition on a
scale from 0 to 100, was assigned to the management section.
Budget Needs
Following the breakdown of the pavement network into sections and determination of
pavement condition, the StreetSaver projects the PCI of the network and the individual
sections over a five year analysis period. Sections were selected for maintenance and
rehabilitation during the analysis period as they met established PCI (condition) levels or
breakpoints.
Preventative Maintenance vs. Rehabilitation
A PCI breakpoint of 70 was used to separate preventative maintenance and rehabilitation.
Preventative maintenance has been considered to be any activity which keeps the
pavement condition above a PCI of 70 and prevents the section condition from
deteriorating over the analysis period. Rehabilitation was considered to be any activity
which improved the condition and increased the PCI above 70. Hence, for a PCI of 70 or
above, the section was programmed for preventative maintenance and for PCI less than
70, the section was programmed for rehabilitation.
PCI Cateeories
The PCI range of 0 to 100 has been broken down into five categories (breakpoints) for
budget calculation purposes and are as follows:
PCI Category
I
PCI > 70
II
50 < PCI < 70 (Non -load related distress)
III
50 < PCI < 70 (Load related distress)
IV
25 < PCI < 50
V
0 < PCI < 25
A graphical illustration of the PCI groups is presented on Figure 3.
Maintenance and Rehabilitation Decision Tree
When a pavement section is identified for maintenance or rehabilitation, a user -defined
network -level cost category for a pavement of that functional class, type, and condition is
-2-
used to determine the fund needs for that section. For sections falling within the
preventative maintenance category (PCI > 70), a time sequence was used to identify the
appropriate treatment and cost. The time sequence concept is illustrated in Figure 4.
For those sections falling into rehabilitation category (PCI<70), the PCI was used to
determine the repair category for a pavement section. The trigger value concept is
illustrated in Figure 5.
The repair category was combined with functional classification (as a surrogate for
traffic) and surface type (as a surrogate for structural adequacy) to identify the
appropriate treatment and cost. The treatment and cost identified for the section is a
network -level budget planning treatment and is generally considered as a cost category
for budgeting purposes rather than an actual treatment. At the network level, the costs
are more critical. Some sections will require more money than estimated, some will
require less. A project -level analysis will be used to determine the actual treatment to be
used for a given section based on condition, structural capacity, and other factors.
A graphical illustration of the decision tree structure is shown in Figure 6.
III. FIELD DATA COMPILATION AND RESULTS
The Appendices of this report contains a compilation of information that is an integral
part of the pavement study and is briefly described as follows:
Appendix A — Section Condition Inventory and Section PCI Listing
The Section Condition Inventory is essentially a compilation of the 353 management
sections and the field inspection measurement of its pavement distresses. It also lists the
resulting PCI per management section. The Section PCI Listing is basically a
simplification of the Section Condition Inventory.
Appendix B — Preventive Maintenance and Rehabilitation Decision Trees
The enclosed decision tree work sheets, one for Preventive Maintenance (a PCI greater
than or equal to 70) and one for Rehabilitation (a PCI < 70) are used to determine the
fund needs for the pavement section. This is possible because when a pavement section
is identified for maintenance or rehabilitation, a user -defined network -level cost category
for a pavement of that functional class, type, and condition has been pre determined.
Appendix C — Needs-Treatment/Cost Details
This is the information that is generated once the PCIS for the individual pavement
sections have been determined and processed by the appropriate decision tree. In
addition to specific type of pavement treatment and cost, the year of the application over
a five year period is designated.
-3-
Appendix D — Scenarios -Sections Selected for Treatment
This report is a section -by -section record that provides a listing of sections selected for
treatment, based on user -defined budgetary constraints and other parameters. It contains
the following information: street name; beginning and end locations; street and section
IDs; functional classification; surface type; estimated cost of the recommended treatment;
weighted effectiveness rating; and the treatment description. The records are grouped by
year and then printed in alphabetical order by street name and section ID.
Appendix E — Needs -Projected PCl/Cost Summary, Scenarios -Cost Summary and
Scenarios -Network Condition Summary
The Needs -Projected PCl/Cost Summary essentially shows the amount of funding
required to maintain the network at the optimal level based on the pavement maintenance
policy as established in the decision trees in this report.
The Scenarios -Cost Summary consists of four probable budget plans. It summarizes
results from a budget scenario standpoint. Additionally, these charts show a breakdown
of the estimated costs (for the recommended treatments) by year and their respective
condition category. It also takes into account the deferred maintenance per year.
The Scenarios -Network Condition Summary provides a breakdown of the network
condition before and after the recommended treatments are applied. The projected
network PCIS are shown if the recommended treatments are applied and if they are not.
Appendix F — Pavement Condition Photos
Pictures of streets, identified by street names, are described by their respective PCI.
Also, proposed maintenance treatment is noted.
Appendix G — Report Graphs
A line graph and the bar charts illustrate different PCI levels and the current condition
categories of the network.
IV. SUMMARY AND CONCLUSIONS
Temple City's street network currently has a PCI of 74 (December 2007), which indicates
the street network is in a preventative maintenance mode (see Figure 2 — PCI Categories)
and typically means the pavement is in "good" condition. A PCI of 74 also means that
the pavement treatments will be primarily composed of seal coats, sealing cracks, and
possibly some thin overlays.
The importance of keeping a street network's average PCI at or above 70 is that for every
dollar needed to treat a roadway with a PCI of 70 or higher, it will cost approximately
five dollars to fix the same roadway once it has deteriorated to point where major
-4-
rehabilitation or reconstruction is necessary. Hence, unlike pavement rehabilitation or
reconstruction, preventative maintenance treatments usually have high cost effectiveness
ratios because they greatly extend the life of the pavement if applied to a street with a
PCI of 70 or above and they are typically low cost treatments.
The following table highlights the "PCI vs. Different Budgets" graph that shows the "Do
Nothing," $100,000, $250,000, $500,000, $750,000, and the "Unconstrained" budgets.
To maintain a street network average PCI over 70, it would require a disbursement of
$250,000 per year over a five year period. This situation would mean that the street
network average PCI would drop about four PCI points and the pavement would degrade
in condition.
V. RECOMMENDATION
It is recommended that a minimum the City maintain its street network in a preventative
maintenance mode (PCI>70) by budgeting annual pavement maintenance disbursements
greater than $250,000 for the five year period.
-5-
Starting PCI
Ending PCI(Dec.,
Annual Distribution
5 -Year Period
2007)
(Dec., 2011)
"Do Nothing"
2007-2011
74
64
$100K
2007-2011
74
67
$250K
2007-2011
74
70
$500K
2007-2011
74
73
$750K
2007-2011
74
75
"Unconstrained Budget"
2007-2011
85
83
To maintain a street network average PCI over 70, it would require a disbursement of
$250,000 per year over a five year period. This situation would mean that the street
network average PCI would drop about four PCI points and the pavement would degrade
in condition.
V. RECOMMENDATION
It is recommended that a minimum the City maintain its street network in a preventative
maintenance mode (PCI>70) by budgeting annual pavement maintenance disbursements
greater than $250,000 for the five year period.
-5-
Excellent
40°c drop in quality \
Good
75'o of life
5 Fair
1 40% drop in quality
Poor
Very, Poor
Failed
Time
Source: Center for Urban Transportation Research
Figure 1: Pavement Deterioration Curve
M
$l for renovation
� here
Will cost $4 -
S5 here
12 00 fe Ar
Inventory Report
Inspection Inventory I
Report
Sectionalize Network
'Network Inventory
-Lengths
-Widths
-Func. Class
-Limits
Condition Survey
Measure distresses
PCI Calculations Maintenance Strategies
PCI Report DV 100 I Slurry Seal
-Network PCI H IUIII 70 II Chip Seat
-Individual PCI M so ArteriaIII Thin OL
Section Condition Report L TV ,5 IV Thick OL
V o V Reconstruct
Budget Needs Reports
•Projected PCI w/ & w/out Budget Needs Performance
maintenance *Unlimited Budget Curves
•Selected Maint. — •E.g. 1.5" AC
Treatments to all streets -Summary of 5 year�m lv curve
•Summary of 5 year costs
Maint. costs PCI
A=
�� AdWsteJ Curve
PCI �
Ade
Budget Scenarios Reports Budget Scenarios
•Effectiveness rating *Constrained 5 yr budget
*Streets deferred from maint. •Calculate effectiveness rating
•Stop -gap costs *Prioritize street section
*Selected streets for maint. 05 yr list for maintenance
Figure 2: MTC StreetSaver Flowchart
-7-
CONDITION
CATEGORY
GENERAL Preventive
MAINTENANCE Maintenance
PHILOSOPHY
Seal Cracks and
Seals Coats
II Seal Coat
III Thin Overlay
Thick Overlay
r
Rehabilitation
Reconstruct
Figure 3: PCI Categories
m
U
0..
7 Years 7 Years 7 Years
AGE
Figure 4: Illustration of time sequence assignment of preventive maintenance treatments.
MM
U
r
AGE
ventive
intenance
it to Moderate
iabilitation
aVV
iabilitation
Reconstruction
Figure 5: Illustration of time sequence assignment of preventive maintenance treatments.
-10-
MTC StreetSavee" DECISION TREE
(Maintenance Treatments and Casts)`
FUNCTIONAL SURFACE CONDITION BRANCH MAINTENANCE REPAIR STRATEGY
CLASSIFICATION TYPE I TYPE ID
RESIDENTIAL
AC
11
III 82
N 63
AC/AC/
u
N
V
ACIPCC
In
N
v
12
es
88
87
ee
13
60
70
71
72
SW Gads
Pmv.Mly. Mdnlenenm^ �slwl.cwpsa
5.80
..74
egyd
. Mal 6Thw Owdry
8.04
Single CTIP Snal
74 SiCNp Seal
1.11
TNnO y(131
N 76 Simi. Ch!P S.1
3.g0
TH& Owday (4.5-)
v 76 Thld AC Owday(25')
5.87
Rene ua Su .
6val cram,
PCC — I 1s Pn Y.Wvo M.Intonana Do NoOdng
6.75
.qyd
.qyd
s.mc,.do
szo
PrewnSv. Malnwnan.e^-
�Irel. Chip Sa.l .
.74
d
M018 Thin Owdry
6.04
OouW. Chip Saol
' N 78 ThIrk AC Owd.y 112.5`)
1.62
Healer Sydy Owdry
v 60 Rnd Surta
-6.25
Halm SnrByOwday
•Th"au dnhulr.luaalnfiw.y.lem. They.houldbem/a xrldmodMedwltaaloondlJo%
6.14
Rnoa..lrud Sudaca
—Pnwntivemelnl.n-nY-M a a. deen.dby user. CumaNY, mrk.e�lz am mmrythrneyean,
IL75
ddp.a.h every sawn yeas, end mill and ovadry a8er lwo dl'p.a.lc
modal on., i,
Seal Crada
5.60
Pr bv. Uwot.--
Simi. CNP Seal
.74
Ma10. TNn Owdry
E."
Dauble CNp Heal
1.62
Hnat.'SQd(y Owday
6.05
He a.r Scally Dwdoy
6,14
R.mn.trud Surface
8.76
.qyd
.qyd
"d
.qyd
qyd
.ud
agyd
.gyd
.qyd
.gyd
.qyd
.qyd
.,yd
.qyd
.qyd
.qyd
.qyd
.qyd
.qyd
agyd
ST -� 14 Pnawniha Mdnl .-Oa Nolh410
0.00
egyd
ii 73 Sim].
gla CNp Seal
1.11
egqyd
74 SiCNp Seal
1.51
d
N 76 Simi. Ch!P S.1
1.W
qyd
v 76 Thld AC Owday(25')
7.27
egyd
6val cram,
PCC — I 1s Pn Y.Wvo M.Intonana Do NoOdng
5.s0
0.00
.qyd
.qyd
Da NoOitng
.qyd
_�- II 77 Do Notting
0.00
d
ill 78 Do NWdngg �
0.00
gq yd
' N 78 ThIrk AC Owd.y 112.5`)
6.07
�d
v 60 Rnd Surta
8.7S
pyd
•Th"au dnhulr.luaalnfiw.y.lem. They.houldbem/a xrldmodMedwltaaloondlJo%
—Pnwntivemelnl.n-nY-M a a. deen.dby user. CumaNY, mrk.e�lz am mmrythrneyean,
ddp.a.h every sawn yeas, end mill and ovadry a8er lwo dl'p.a.lc
modal on., i,
Figure 6: M&R Decision Tree.
-11-
APPENDICES
APPEND X
A
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: ALLEY EAST OF BALDWIN
Street ID:
A—E/BA Section ID:
13-02
Inspection Date: 10/13/2006
AVENUE
Length:
1,345
PCI:
59
Load Related Distresses:
100.0070
Samples Surveyed: 2
Width:
20
PCI High:
63
Environmental Distresses:
0.00%
Area:
26,900
PCI Low:
56
Other Distresses:
0.007c
Street Name: ALLEY EAST
OF CAMELLIA
Street ID:
A—E/CA Section ID:
05-04
Inspection Date: 10/13/2006
AVENUE
Length:
490
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
19
PCI High:
100
Environmental Distresses:
0.00%
Area:
9,310
PCI Low:
100
Other Distresses:
0.00%
Street Name: ALLEY EAST
OF EL MONTE
Street ID:
A—E/EL Section ID:
17-01
Inspection Date: 10/13/2006
AVENUE
Length:
930
PCI:
78
Load Related Distresses:
63.76%
Samples Surveyed: I
Width:
20
PCI High:
78
Environmental Distresses:
36.24%
Area:
18,600
PCI Low:
78
Other Distresses:
0.00%n
Street Name: ALLEY EAST
OF ROSEMEAD
Street ID:
A_E/RO Section ID:
07-03
Inspection Date: 10/9/2006
BLVD.
Length:
540
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
10,800
PCI Low:
100
Other Distresses:
0.00%
Street Name: ALLEY EAST OF TEMPLE
CITY
Street ID:
A_EITE Section ID:
0.5-04
Inspection Date: 10/9/2006
BLVD
Length:
490
PCI:
89
Load Related Distresses:
100.00%
Samples Surveyed: 1
Width:
19
PCI High:
89
Environmental Distresses:
0.00%
Area:
9,310
PCI Low:
89
Other Distresses:
0.00%
Street Name: ALLEY EAST
OF TEMPLE
CITY
Street ID:
A—E/TE Section ID:
11-02
Inspection Date: 10/13/2006
BLVD
Length:
430
PCI:
63
Load Related Distresses:
100.00%
Samples Surveyed: 1
Width:
20
PCI High:
63
Environmental Distresses:
0.00%
Area:
8,600
PCI Low:
63
Other Distresses:
0.00%
Street Name: ALLEY NORTH
OF LAS TUNAS
Street ID:
A—N/LA Section ID:
01-04
Inspection Date: 9/28/2005
DRIVE
Length:
1,190
PCI:
58
Load Related Distresses:
20.63%
Samples Surveyed: 1
Width:
19
PCI High:
58
Environmental Distresses:
58.74%
Area:
22,610
PCI Low:
58
Other Distresses:
20.63%
Street Name: ALLEY NORTH
OF LAS TUNAS
Street ID:
A—N/LA Section ID:
07-06
Inspection Date: 10/9/2006
DRIVE
Length:
410
PCI:
56
Load Related Distresses:
86.51%
Samples Surveyed: I
Width:
19
PCI High:
56
Environmental Distresses:
0.00%
Area:
7,790
PCI Low:
56
Other Distresses:
13.49%
Street Name: ALL. NORTH OF LOWER
Street ID:
A—N/LO Section ID:
11-02
Inspection Date: 10/13/2006
AZUSA ROAD
Length:
210
PCI:
79
Load Related Distresses:
100.00%r
Samples Surveyed: 1
Width:
20
PCI High:
79
Environmental Distresses:
0.00%
Area:
4,200
PCI Low:
79
Other Distresses:
0.00%
Street Name: ALL. NORTH OF LOWER
Street ID:
A—N/LO Section ID:
15.01
Inspection Date: 10/13/2006
AZUSA ROAD
Length:
570
PCI:
52
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
20
PCI High:
52
Environmental Distresses:
0.00%
Area:
11,400
PCI Low:
52
Other Distresses:
0.00%
Street Name: ALLEY SOUTH
OF
BROADWAY
Street ID:
A—S/BR Section ID:
07-03
Inspection Date: 10/9/2006
Length:
1,320
PCI:
100
Load Related Distresses:
0.00%n
Samples Surveyed: I
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
26,400
PCI Low:
100
Other Distresses:
0.00%
Selection Criteria:
Page I
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: ALLEY SOUTH OF FREER
Street ID:
A—S/FR Section ID:
17-01
Inspection Date: 10/9/2006
STREET
Length:
350
PCI:
67
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
20
PCI High:
67
Environmental Distresses:
0.00%
Area:
7,000
PCI Low:
67
Other Distresses:
0.00%
Strect Name: ALLEY SOUTH OF
LAS TUNAS
Street ID:
A—S/LA Section ID:
05A-04
Inspection Date: 9/30/2005
DRIVE
Length:
1,100
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
22,000
PCI Low:
100
Other Distresses:
0.00%r
Street Name: ALLEY SOUTH OF
LAS TUNAS
Street ID:
A—S/LA Section ID:
05B-04
Inspection Date: 9/30/2005
DRIVE
Length:
660
PCI:
100
Load Related Distresses:
0.00°,
Samples Surveyed: I
Width:
19
PCI High:
100
Environmental Distresses:
0.00%r
Area:
12.540
PCI Low:
100
Other Distresses:
0.00%r
StreetName: ALLEY SOUTH OF
LAS TUNAS
Street ID:
A—S/LA Section ID:
05C-04
Inspection Date: 9/30/2005
DRIVE
Length:
220
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
4,400
PCI Low:
100
Other Distresses:
0.00%
Street Name: ALLEY SOUTH OF
LAS TUNAS
Street ID:
A—S/LA Section ID:
07-06
Inspection Date: 10/13/2006
DRIVE
Length:
425
PCI:
56
Load Related Distresses:
74.96%
Samples Surveyed: 1
Width:
19
PCI High:
56
Environmental Distresses:
17.00%u
Area:
8,075
PCI Low:
56
Other Distresses:
8.04%
Street Name: ALLEY SOUTH OF
LIVE OAK
Street ID:
A—S/LI Section ID:
I1-04
Inspection Date: 10/13/2006
AVENUE
Length:
570
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
11,400
PCI Low:
100
Other Distresses:
0.00%r
Street Name: ALL. SOUTH
OF LOWER AZUSA Street ID:
A—S/LO Section ID:
09-03
Inspection Date: 10/9/2006
ROAD
Length:
23.5
PCI:
61
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
20
PCI High:
61
Environmental Distresses:
0.00%r
Area:
4,700
PCI Low:
61
Other Distresses:
0.00%r
Street Name: ALLEY WEST OF BALDWIN
Street ID:
A—W/BA Section ID:
11-04
Inspection Date: 10/13/2006
AVENUE
Length:
165
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
3.300
PCI Low:
100
Other Distresses:
0.00%
Street Name: ALLEY WEST OF EL MONTE
Street ID:
A—W/EL Section ID:
15-01
Inspection Date: 10/13/2006
Length:
.595
PCI:
82
Load Related Distresses:
96.02%
Samples Surveyed: I
Width:
16
PCI High:
82
Environmental Distresses:
3.98%
Area:
9,520
PCI Low:
82
Other Distresses:
0.00%
Street Name: ALLEY WEST OF PERSIMMON
Street ID:
A—W/PE Section ID:
17-01
Inspection Date: 10/6/2005
AVENUE
Length:
180
PCI:
87
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
20
PCI High:
87
Environmental Distresses:
100.00%
Area:
3.600
PCI Low:
87
Other Distresses:
0.00%
Street Name: ALLEY WEST OF
TEMPLE CITY
Street ID:
A—W/TE Section ID:
09-03
Inspection Date: 10/13/2006
BLVD
Length:
44.5
PCI:
75
Load Related Distresses:
100.000,
Samples Surveyed: I
Width:
20
PCI High:
75
Environmental Distresses:
0.00%
Area:
8,900
PCI Low:
75
Other Distresses:
0.00%
Selection Criteria:
Page 2
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: ACASO DRIVE
Street ID:
ACASOD Section ID:
09-03
Inspection Date: 10/1/2005
Length: 325
PCI:
76
Load Related Distresses:
0.00%
Samples Surveyed: I
Width: 36
PCI High:
76
Environmental Distresses:
100.00%
Area: 11,700
PCI Low:
76
Other Distresses:
0.00%r
Street Name: ALLEY EAST OF CAMELLIA
Street ID:
AE/CAM Section ID:
05-04
Inspection Date: 9/30/2005
AVENUE
Length: 490
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width: 19
PCI High:
72
Environmental Distresses:
100.00%
Area: 9,310
PCI Low:
72
Other Distresses:
0.00%r
Street Name: ALLEY EAST OF CLOVERLY
Street ID:
AE/CLO Section ID:
05-04
Inspection Date: 9/30/2005
AVENUE
Length: 490
PCI:
56
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width: 19
PCI High:
56
Environmental Distresses:
100.00%r
Area: 9.310
PCI Low:
56
Other Distresses:
0.00%(,
Street Name: ALLEY EAST OF KAUFFMAN
Street ID:
AE/KAU Section ID:
05-04
Inspection Date: 9/30/2005
AVENUE
Length: 490
PCI:
55
Load Related Distresses:
0.52%(,
Samples Surveyed: I
Width: 19
PCI High:
55
Environmental Distresses:
98.96%
Area: 9,310
PCI Low:
55
Other Distresses:
0.52%
Street Name: ALLEY EAST OF TEMPLE CITY
Street ID:
AE/TC Section ID:
05-04
Inspection Date: 9/30/2005
BLVD
Length: 490
PCI:
56
Load Related Distresses:
0.00%
Samples Surveyed: I
Width: 19
PCI High:
56
Environmental Distresses:
100.00%
i Area: 9,310
PCI Low:
56
Other Distresses:
0.00%
Street Name: AGNES AVENUE
Street ID:
AGNESA Section ID:
05-04
Inspection Date: 9/1/2006
Length: 2,645
PCI:
69
Load Related Distresses:
62.80%
Samples Surveyed: 3
Width: 36
PCI High:
84
Environmental Distresses:
36.49%
Area: 95,220
PCI Low:
48
Other Distresses:
0.70%r
Street Name: AGNES AVENUE
Street ID:
AGNESA Section ID:
I IA -04
Inspection Date: 10/1/20)5
Length: 295
PCI:
75
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width: 36
PCI High:
75
Environmental Distresses:
100.00%
Area: 10,620
PCI Low:
75
Other Distresses:
0.00%r
Street Name: AGNESAVENUE
Street ID:
AGNESA Section ID:
IIB -02
Inspection Date: I0/I/2(X)5
Length: 1,245
PCI:
74
Load Related Distresses:
0.00%
Samples Surveyed: I
Width: 40
PCI High:
74
Environmental Distresses:
100.00%
Area: 49,800
PCI Low:
74
Other Distresses:
0.00%
Street Name: AGNES AVENUE
Street ID:
AGNESA Section ID:
IIC-04
Inspection Date: 10/1/2005
Length: 1,490
PCI:
74
Load Related Distresses:
0.00%
Samples Surveyed: I
Width: 36
PCI High:
74
Environmental Distresses:
100.00%
Area: 53,640
PCI Low:
74
Other Distresses:
0.00%
Street Name: ALESSANDRO AVENUE
Street ID:
ALESSA Section ID:
05-04
Inspection Date: 9/29/2015
Length: 2,670
PCI:
59
Load Related Distresses:
8.75%
Samples Surveyed: 3
Width: 36
PCI High:
79
Environmental Distresses:
82.50%
Area: 96,120
PCI Low:
45
Other Distresses:
8.75%
Street Name: ALESSANDRO AVENUE
Street ID:
ALESSA Section ID:
9A-03
Inspection Date: 10/1/2005
Length: 1,595
PCI:
75
Load Related Distresses:
0.00%
Samples Surveyed: I
Width: 36
PCI High:
75
Environmental Distresses:
100.00%
Area: 57,420
PCI Low:
75
Other Distresses:
0.00%
Selection Criteria:
Page 3
MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: ALESSANDRO AVENUE
Street ID:
ALESSA Section ID:
913-03
Length:
895
PCI:
75
Load Related Distresses:
0.00%•
Width:
36
PCI High:
75
Environmental Distresses:
100.00%r
Area:
32.220
PCI Low:
75
Other Distresses:
0.00%
Street Name: ALESSANDRO AVENUE
Length:
Street ID:
ALESSA Section ID:
9C-03
Length:
620
PCI:
75
Load Related Distresses:
0.00%
Width:
20
PCI High:
75
Environmental Distresses:
100.00%
Area:
12,400
PCI Low:
75
Other Distresses:
0.00%r
Street Name: ALESSANDRO AVENUE
Street ID:
ALESSA Section ID:
9D-04
Length:
955
PCI:
75
Load Related Distresses:
0.00%r
Width:
31
PCI High:
75
Environmental Distresses:
100.00%r
Area:
29.605
PCI Low:
75
Other Distresses:
0.00%
Street Name: ALLEY EAST OF CLOVERLY
Street ID:
ALLEYE Section ID:
05-04
AVENUE
Length:
490
PCI:
72
Load Related Distresses:
0.00%r
Width:
19
PCI High:
72
Environmental Distresses:
100.00%
Area:
9,310
PCI Low:
72
Other Distresses:
0.00%
Street Name: ALLEY NORTH
OF HERMOSA
Street ID:
ALLEYN Section ID:
01-06
DRIVE
Length:
1.450
PCI:
13
Load Related Distresses:
100.00%
Width:
20
PCI High:
13
Environmental Distresses:
0.00%
Area:
29,000
PCI Low:
13
Other Distresses:
0.00%
Street Name: ALLEY NORTH
OF
LAS TUNAS
Street ID:
ALLEYN Section ID:
05-04
DRIVE
Length:
1.750
PCI:
72
Load Related Distresses:
0.00%
Width:
20
PCI High:
72
Environmental Distresses:
100.00%
Area:
35,000
PCI Low:
72
Other Distresses:
0.00%
Street Name: ALLEY NORTH
OF DANBURY
Street ID:
ALLEYN Section ID:
17-01
Length:
215
PCI:
87
Load Related Distresses:
0.00%
Width:
20
PCI High:
87
Environmental Distresses:
100.00%
Area:
4,300
PCI Law:
87
Other Distresses:
0.00%
Street Name: ALLEY SOUTH
OF
DAINES
Street ID:
ALLEYS Section ID:
17-01
Length:
21.5
PCI:
38
Load Related Distresses:
100.00%
Width:
20
PCI High:
38
Environmental Distresses:
0.00%
Area:
4,300
PCI Low:
38
Other Distresses:
0.00%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 9/30/2005
Samples Surveyed: 1
Inspection Date: 9/28/2005
Samples Surveyed: I
Inspection Date: 9/30/2005
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: I
Street Name: ALLEY WEST OF TEMPLE CITY Street ID: ALLEYW Section ID: 05-04 Inspection Date: 9/5/2006
BLVD
Length:
490
PCI:
Width:
19
PCI High:
Area:
9,310
PCI Low:
Street Name: ARDEN DRIVE
ARDEND Section ID:
Length:
1,875
PCI:
Width:
56
PCI High:
Area:
105,000
PCI Low:
Street Name: ARDEN
DRIVE
Length:
1,225
PCI:
Width:
40
PCI High:
Area:
49,000
PCI Low:
72
Load Related Distresses:
0.00%
72
Environmental Distresses:
100.0017,
72
Other Distresses:
0.00%
Street ID:
ARDEND Section ID:
15A-01
60
Load Related Distresses:
0.00%
60
Environmental Distresses:
100.00%
60
Other Distresses:
0.00%
Street ID: ARDEND Section ID: 1513-01
60 Load Related Distresses: 0.00%
60 Environmental Distresses: 100.00%
60 Other Distresses: 0.00%r
Samples Surveyed: 1
Inspection Date: 10/12/2005
Samples Surveyed: I
Inspection Date: 10/12/2005
Samples Surveyed: I
Selection Criteria: Paoe 4 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: ARDEN DRIVE
Length:
300
PCI:
Width:
28
PCI High:
Area:
8,400
PCI Low:
Street Name: ARDEN DRIVE
Width:
Length:
295
PCI:
Width:
36
PCI High:
Area:
10,620
PCI Low:
Street Name: ARDENELAVENUE
0.00%
Length:
595
PCI:
Width:
30
PCI High:
Area:
17,850
PCI Low:
Street Name: ARDSLEY
DRIVE
Length:
Length:
1,170
PCI:
Width:
30
PCI High:
Area:
35,100
PCI Low:
Street Name: ARROWOOD STREET
8.17%
Length:
460
PCI:
Width:
36
PCI High:
Area:
16,560
PCI Low:
Street Name: ARROWOODSTREET
11-02
Length:
225
PCI:
Width:
26
PCI High:
Area:
5,850
PCI Low:
Street Name: ARROWOOD STREET
Load Related Distresses:
Length:
360
PCI:
Width:
26
PCI High:
Area:
9,360
PCI Low:
Street ID: ARDEND Section ID: 15C-01
60 Load Related Distresses: 0.00%r
60 Environmental Distresses: 100.00%
60 Other Distresses: 0.00%
Street ID: ARDEND Section ID: 15D-01
60 Load Related Distresses: 0.00%n
60 Environmental Distresses: 100.00%r
60 Other Distresses: 0.00%r
Street ID: ARDENE Section ID: 11-02
98 Load Related Distresses: 0.00%r
98 Environmental Distresses: U)0.00%r
98 Other Distresses: 0.00%
Street ID: ARDSLE Section ID: 09-03
56 Load Related Distresses: 60.47%
56 Environmental Distresses: 39.53%
56 Other Distresses: 0.00%
StreetID: ARROWO Section ID: 15-01
72 Load Related Distresses: 0.00%
72 Environmental Distresses: 100.00%
72 Other Distresses: 0.00%
Street ID: ARROWO Section ID: 17A-01
72 Load Related Distresses: 000%
72 Environmental Distresses: 10000%
72 Other Distresses: 0.00%
Street ID: ARROWO Section ID: 17B-01
99 Load Related Distresses: 0.00%
99 Environmental Distresses: 100.00%n
99 Other Distresses: 0.00%
Street Name: ALLEY SOUTH OF LAS TUNAS Street ID: AS -LAS Section ID: 05-04
DRIVE
Length:
220
PCI:
53
Load Related Distresses:
5.99%
Width:
19
PCI High:
53
Environmental Distresses:
94.01%
Area:
4,180
PCI Low:
53
Other Distresses:
0.00%
Street Name: ALLEY SOUTH OF
LAS TUNAS
Street ID:
AS/LAS Section ID:
07-06
DRIVE
Length:
615
PCI:
50
Load Related Distresses:
90.42%r
Width:
19
PCI High:
50
Environmental Distresses:
8.17%
Area:
11,685
PCI Low:
50
Other Distresses:
1.41%
Street Name: ALL. SOUTH
OF LOWER
AZUSA Street ID:
AS/LOW Section ID:
11-02
ROAD
Length:
235
PCI:
66
Load Related Distresses:
100.00%
Width:
20
PCI High:
66
Environmental Distresses:
0.00%
Area:
4,700
PCI Low:
66
Other Distresses:
0.00%
Street Name: AVONAVENUE
Street ID:
AVONAV Section ID:
01A-06
Length:
405
PCI:
38
Load Related Distresses:
85.95%r
Width:
34
PCI High:
38
Environmental Distresses:
10.50%
Area:
13,770
PCI Low:
38
Other Distresses:
3.55%
Selection Criteria:
Page 5
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/12/2005
Samples Surveyed: 1
Inspection Date: 10/12/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/4/2005
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: I
Inspection Date: 9/5/2006
Samples Surveyed: I
Inspection Date: 10/9/2006
Samples Surveyed: I
Inspection Date: 10/13/2006
Samples Surveyed: I
Inspection Date: 9/27/2005
Samples Surveyed: I
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: AVONAVENUE
Street ID:
AVONAV Section ID:
OIB-06
Inspection Date: 9/27/2005
Length:
225
PCI:
38
Load Related Distresses:
85.92%
Samples Surveyed: I
Width:
30
PCI High:
38
Environmental Distresses:
10.51%
Area:
6,750
PCI Low:
38
Other Distresses:
3.57%
Street Name: AVONAVENUE
Street ID:
AVONAV Section ID:
OIC -06
Inspection Date: 9/27/2005
Length:
1,535
PCL•
35
Load Related Distresses:
80.47%
Samples Surveyed: 2
Width:
30
PCI High:
38
Environmental Distresses:
12.15%
Area:
46,050
PCI Low:
33
Other Distresses:
7.39%r
Street Name: ALLEY
WEST OF TEMPLE CITY
Street ID:
AW/TC Section ID:
05-04
Inspection Date: 9/30/2005
BLVD
Length:
490
PCI:
56
Load Related Distresses:
9.97%r
Samples Surveyed: I
Width:
19
PCI High:
56
Environmental Distresses:
80.07%
Area:
9,310
PCI Low:
56
Other Distresses:
9.97%r
Street Name: BALDWINAVENUE
Street ID:
BALDWI Section ID:
10-02
Inspection Date: 10/12/2005
Length:
5,015
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 4
Width:
80
PCI High:
100
Environmental Distresses:
0.00%
Area:
401,200
PCI Low:
100
Other Distresses:
0.00%r
Street Name: BARELA
AVENUE
Street ID:
BARELA Section ID:
03-05
Inspection Date: 9/28/2005
Length:
660
PCI:
92
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
92
Environmental Distresses:
100.00%
Area:
19,800
PCI Low:
92
Other Distresses:
0.00%r
Street Name: BARELA
AVENUE
Street ID:
BARELA Section ID:
IIA -02
Inspection Date: 10/1/2005
Length:
1.415
PCI:
52
Load Related Distresses:
42.09%
Samples Surveyed: 1
Width:
36
PCI High:
52
Environmental Distresses:
57.91%
Area:
50,940
PCI Low:
52
Other Distresses:
0.00%
Street Name: BARELA
AVENUE
Street ID:
BARELA Section ID:
1 1 B-02
Inspection Date: 10/1/2005
Length:
600
PCI:
48
Load Related Distresses:
41.89%
Samples Surveyed: I
Width:
36
PCI High:
48
Environmental Distresses:
58.11%
Area:
21,600
PCI Low:
48
Other Distresses:
0.00%
Street Name: BARTLETT
AVENUE
Street ID:
BARTLE Section ID:
01-06
Inspection Date: 9/27/2005
Length:
1,100
PCI:
57
Load Related Distresses:
0.00%r
Samples Surveyed: 1
Width:
30
PCI High:
57
Environmental Distresses:
100.00%
Area:
33.000
PCI Low:
57
Other Distresses:
0.00%
Street Name: BIDWELLSTREET
Street ID:
BIDWEL Section ID:
07-06
Inspection Date: 10/1/2005
Length:
385
PCI:
87
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
36
PCI High:
87
Environmental Distresses:
100.00%
Area:
13,860
PCI Low:
87
Other Distresses:
0.00%
Street Name: BIRCHLANDPLACE
Street ID:
BIRCHL Section lD:
13-02
Inspection Date: 10/1/2(X)5
Length:
1,250
PCI:
58
Load Related Distresses:
53.66%r
Samples Surveyed: 1
Width:
30
PCI High:
58
Environmental Distresses:
46.34%
Area:
37,500
PCI Low:
58
Other Distresses:
0.00%n
Street Name: BISBY STREET
Street ID:
BISBYS Section ID:
09-03
Inspection Date: 9/4/2005
Length:
600
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
72
Environmental Distresses:
100.00%r
Area:
21,600
PCI Low:
72
Other Distresses:
0.00%r
Selection Criteria'
Page 6
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: BLACKLEY STREET
Street ID:
BLACKL Section ID:
09-03
Inspection Date: 10/1/2005
Length:
2,770
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
72
Environmental Distresses:
100.00%
Area:
99,720
PCI Low:
72
Other Distresses:
0.00%r
Street Name: BLACKLEY
STREET
Street ID:
BLACKL Section ID:
11-02
Inspection Date: 10/1/2005
Length:
1,160
PCI:
82
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
36
PCI High:
82
Environmental Distresses:
100.00%
Area:
41.760
PCI Low:
82
Other Distresses:
0.00%
Street Name: BLACKLEY
STREET
Street ID:
BLACKL Section ID:
17-01
Inspection Date: 10/7/2005
Length:
260
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
100
Environmental Distresses:
0.00%r
Area:
7,800
PCI Low:
100
Other Distresses:
0.009
Street Name: BOGLE
STREET
Street ID:
BOGUE Section ID:
15A-01
Inspection Date: 10/11/2005
Length:
455
PCI:
77
Load Related Distresses:
000%
Samples Surveyed: I
Width:
36
PCI High:
77
Environmental Distresses:
10000%
Area:
16,380
PCI Low:
77
Other Distresses:
0.00%
Street Name: BOGUE
STREET
Street ID:
BOGUE Section ID:
15B-01
Inspection Date: 10/11/2005
Length:
355
PCI:
77
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
28
PCI High:
77
Environmental Distresses:
100.00%
Area:
9,940
PCI Low:
77
Other Distresses:
0.00%
Street Name: BOGUE
STREET
StreetlD:
BOGUES Section ID:
11-04
Inspection Date: 10/1/2005
Length:
1.020
PCI:
36
Load Related Distresses:
66.0790
Samples Surveyed: I
Width:
30
PCI High:
36
Environmental Distresses:
33.93%
Area:
30.600
PCI Low:
36
Other Distresses:
0.00%
Street Name: BOGUE
STREET
Street ID:
BOGUES Section ID:
13-02
Inspection Date: 10/1/2005
Length:
1.310
PCI:
76
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
76
Environmental Distresses:
1 00.0090
Area:
47.160
PCI Low:
76
Other Distresses:
0.00%
Street Name: BROADWAY
Street ID:
BROADW Section ID:
07A-03
Inspection Date: 9/4/2005
Length:
53
PCI:
100
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
26
PCI High:
100
Environmental Distresses:
0.00%r
Area:
1,378
PCI Low:
100
Other Distresses:
0.00%r
Street Name: BROADWAY
Street ID:
BROADW Section ID:
07B-03
Inspection Date: 9/4/2005
Length:
690
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
64
PCI High:
100
Environmental Distresses:
0.00%
Area:
44,160
PCI Low:
100
Other Distresses:
0.00%
Street Name: BROADWAY
Street ID:
BROADW Section ID:
07C-03
Inspection Date: 9/4/2005
Length:
1,715
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 2
Width:
40
PCI High:
100
Environmental Distresses:
0.00%
Area:
68,600
PCI Low:
100
Other Distresses:
0.00%r
Street Name: BROADWAY
Street ID:
BROADW Section ID:
09-04
Inspection Date: 6/2/2006
Length:
2,550
PCI:
85
Load Related Distresses:
52.35%
Samples Surveyed: 3
Width:
40
PCI High:
86
Environmental Distresses:
28.20%
Area:
102,000
PCI Low:
83
Other Distresses:
19.45%
Selection Criteria:
Page 7
MTC StrectSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: BROADWAY
Street ID:
BROADW Section ID:
IIA -04
Inspection Date: 10/1/2005
Length:
1,165
PCI:
79
Load Related Distresses:
0.00°%%r
Samples Surveyed: 1
Width:
40
PCI High:
79
Environmental Distresses:
I00.00�k
Area:
46,600
PCI Low:
79
Other Distresses:
0,00%
Street Name: BROADWAY
Street ID:
BROADW Section ID:
IIB -04
Inspection Date: I(l/I/2005
Length:
1,485
PCI:
79
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
79
Environmental Distresses:
100.00%
Area:
53,460
PCI Low:
79
Other Distresses:
0.00%
Street Name: BURGHARDT
ROAD
Street ID:
BURGHA Section ID:
01-06
Inspection Date: 9/27/2005
Length:
535
PCI:
83
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
83
Environmental Distresses:
100.00%
Area:
19,260
PCI Low:
83
Other Distresses:
0.00%
Street Name: BURTON AVENUE
Street ID:
BURTON Section ID:
01-06
Inspection Date: 9/27/2005
Length:
2,890
PCI:
68
Load Related Distresses:
0.00%n
Samples Surveyed: 3
Width:
30
PCI High:
72
Environmental Distresses:
100.00%
Area:
86,700
PCI Low:
60
Other Distresses:
0.00%
Street Name: BUTTONS AVENUE
Street ID:
BUTTON Section ID:
09-03
Inspection Date: 10/1/2005
Length:
360
PCI:
61
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
28
PCI High:
61
Environmental Distresses:
100.00%
Area:
10,080
PCI Low:
61
Other Distresses:
0.00%
Street Name: CALLITA
STREET
Street ID:
CALLIT Section ID:
03-05
Inspection Date: 10/9/2006
Length:
955
PCI:
64
Load Related Distresses:
94.08%
Samples Surveyed: 2
Width:
36
PCI High:
81
Environmental Distresses:
3.55%r
Area:
34,380
PCI Low:
48
Other Distresses:
2.38%
Street Name: CAMBURY AVENUE
Street ID:
CAMBUR Section ID:
11-2,4
Inspection Date: 10/1/2005
Length:
1,035
PCI:
73
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
73
Environmental Distresses:
100.00%
Area:
31,050
PCI Low:
73
Other Distresses:
0.00%
Street Name: CAMELLIAAVENUE
Street ID:
CAMELL Section ID:
05-4,5
Inspection Date: 9/30/2005
Length:
3,585
PCI:
60
Load Related Distresses:
3.52%
Samples Surveyed: 3
Width:
36
PCI High:
68
Environmental Distresses:
92.96%
Area:
129,060
PCI Low:
56
Other Distresses:
3.52%
Street Name: CAMELLIAAVENUE
StreetlD:
CAMELL Section ID:
IIA -02
Inspection Date: 10/1/2005
Length:
2.515
PCI:
63
Load Related Distresses:
71.46%
Samples Surveyed: I
Width:
30
PCI High:
63
Environmental Distresses:
28.54%
Area:
75,450
PCI Low:
63
Other Distresses:
0.00%
Street Name: CAMELLIAAVENUE
StreetlD:
CAMELL Section ID:
IIB -02
Inspection Date: 10/1/2005
Length:
460
PCI:
63
Load Related Distresses:
71.46%
Samples Surveyed: I
Width:
26
PCI High:
63
Environmental Distresses:
28.54%
Area:
11,960
PCI Low:
63
Other Distresses:
0.0017,
Street Name: CAMINO
REAL
Street ID:
CAMINO Section ID:
03A-05
Inspection Date: 10/9/2006
Length:
395
PCI:
90
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
34
PCI High:
90
Environmental Distresses:
100.00%
Area:
13,430
PCI Low:
90
Other Distresses:
0.00%r
Selection Criteria:
Page 8
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: CAMINO REAL
Street ID:
CAMINO Section ID:
03B-05
Inspection Date: 10/16/2006
Length:
92.5
PCI:
91
Load Related Distresses:
0.00°h
Samples Surveyed: I
Width:
38
PCI High:
91
Environmental Distresses:
100.007c
Area:
35,150
PCI Low:
91
Other Distresses:
0.00%r
Street Name: CLOVERLYAVENUE
Street ID:
CLOVER Section ID:
05A-04
Inspection Date: 9/29/2005
Length:
3.665
PCI:
53
Load Related Distresses:
40.93%
Samples Surveyed: 3
Width:
36
PCI High:
71
Environmental Distresses:
50.11%
Area:
131,940
PCI Low:
36
Other Distresses:
8.96%
Stree(Name: CLOVERLYAVENUE
Street ID:
CLOVER Section ID:
0513-05
Inspection Date: 9/30/2005
Length:
320
PCI:
80
Load Related Distresses:
000%
Samples Surveyed: 1
Width:
30
PCI High:
80
Environmental Distresses:
10000%
Area:
9.600
PCI Low:
80
Other Distresses:
0.00%
Street Name: CLOVERLY
AVENUE
Street ID:
CLOVER Section ID:
09A-03
Inspection Date: 10/4/2005
Length:
490
PCI:
71
Load Related Distresses:
3.52%
Samples Surveyed: I
Width:
36
PCI High:
71
Environmental Distresses:
92.96%r
Area:
17,640
PCI Low:
71
Other Distresses:
3.52%
Street Name: CLOVERLY
AVENUE
Street ID:
CLOVER Section ID:
0913-03
Inspection Date: 10/4/2005
Length:
2,040
PCI:
71
Load Related Distresses:
3.51%
Samples Surveyed: I
Width:
36
PCI High:
71
Environmental Distresses:
92.97%
Area:
73,440
PCI Low:
71
Other Distresses:
3.51%
Street Name: CLOVERLY
AVENUE
Street ID:
CLOVER Section ID:
09C-03
Inspection Date: 10/4/2005
Length:
295
PCI:
71
Load Related Distresses:
3.48%r
Samples Surveyed: I
Width:
38
PCI High:
71
Environmental Distresses:
93.04%
Area:
11.210
PCI Low:
71
Other Distresses:
3.48%
Street Name: CLOVERLYAVENUE
Street ID:
CLOVER Section ID:
09D-03
Inspection Date: 10/4/2005
Length:
1,070
PCI:
71
Load Related Distresses:
3.51°%,
Samples Surveyed: 1
Width:
36
PCI High:
71
Environmental Distresses:
92.97%
Area:
38,520
PCI Low:
71
Other Distresses:
3.51%
Street Name: CLOVERLYAVENUE
Street ID:
CLOVER Section ID:
0913-03
Inspection Date: 10/4/2005
Length:
95.5
PCI:
71
Load Related Distresses:
3.52%
Samples Surveyed: 1
Width:
40
PCI High:
71
Environmental Distresses:
92.95%
Area:
38.200
PCI Low:
71
Other Distresses:
3.52%r
Street Name: CLOVERLYAVENUE
Street ID:
CLOVER Section ID:
09F-04
Inspection Date: 10/4/2005
Length:
475
PCI:
71
Load Related Distresses:
3.51%
Samples Surveyed: I
Width:
36
PCI High:
71
Environmental Distresses:
92.98%r
Area:
17.100
PCI Low:
71
Other Distresses:
3.51%
Street Name: CLOVERLYAVENUE
Street ID:
CLOVER Section ID:
09G-03
Inspection Date: 10/4/2005
Length:
480
PCI:
71
Load Related Distresses:
3.47%r
Samples Surveyed: I
Width:
38
PCI High:
71
Environmental Distresses:
93.06%
Area:
18,240
PCI Low:
71
Other Distresses:
3.47%r
Street Name: CRAIGLEE
STREET
Street ID:
CRAIGL Section ID:
03A-05
Inspection Date: 9/28/2005
Length:
530
PCI:
62
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
62
Environmental Distresses:
100.007
Area:
15,900
PCI Low:
62
Other Distresses:
0.00%r
Selection Criteria: Page 9 MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: CRAIGLEE STREET
Street ID:
CRAIGL Section ID:
03B-0.5
Inspection Date: 9/28/2005
Length:
135
PCL•
62
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
62
Environmental Distresses:
100.00%
Area:
4,050
PCI Low:
62
Other Distresses:
0.00%
Street Name: CRAIGLEE
STREET
Street ID:
CRAIGL Section ID:
03C-05
Inspection Date: 9/28/2005
Length:
165
PCI:
62
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
15
PCI High:
62
Environmental Distresses:
100.00%n
Area:
2,475
PCI Low:
62
Other Distresses:
0.00%n
Street Name: CRAIGLEE STREET
Street ID:
CRAIGL Section ID:
0313-05
Inspection Date: 9/28/2005
Length:
180
PCI:
76
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
76
Environmental Distresses:
100.00%n
Area:
5,400
PCI Low:
76
Other Distresses:
0.00%
Street Name: DAINESDRIVE
Street ID:
DAINES Section ID:
09A-03
Inspection Date: 10/1/2005
Length:
1,01.5
PCI:
73
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
40
PCI High:
73
Environmental Distresses:
100.00%
Area:
40,600
PCI Low:
73
Other Distresses:
0.00%
Street Name: DAINESDRIVE
Street ID:
DAINES Section ID:
09B-02
Inspection Date: 10/1/2005
Length:
275
PCI:
79
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
79
Environmental Distresses:
100.00%
Area:
8,250
PCI Low:
79
Other Distresses:
0.00%
Street Name: DAINESDRIVE
Street ID:
DAINES Section ID:
II -02
Inspection Date: 10/1/2005
Length:
1,585
PCI:
93
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
93
Environmental Distresses:
100.00%
Area:
47,550
PCI Low:
93
Other Distresses:
0.00%r
Street Name: DAINESDRIVE
Street ID:
DAINES Section ID:
13A-02
Inspection Date: 10/1/2005
Length:
1,650
PCI:
100
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
36
PCI High:
100
Environmental Distresses:
0.00%r
Area:
59,400
PCI Low:
100
Other Distresses:
0.00%
Street Name: DAINES DRIVE
Street ID:
DAINES Section ID:
13B-02
Inspection Date: 10/1/2005
Length:
325
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
38
PCI High:
100
Environmental Distresses:
0.00%
Area:
12.350
PCI Low:
100
Other Distresses:
0.00%
Street Name: DAINES DRIVE
Street ID:
DAINES Section ID:
15A-01
Inspection Date: 10/11/2005
Length:
240
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
38
PCI High:
100
Environmental Distresses:
0.00%
Area:
9,120
PCI Low:
100
Other Distresses:
0.00%
Street Name: DAINESDRIVE
Street ID:
DAINES Section ID:
15B-01
Inspection Date: 10/l/2(X)5
Length:
1,900
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
100
Environmental Distresses:
0.00%
Area:
68,400
PCI Low:
100
Other Distresses:
0.00%
Street Name: DAINESDRIVE
Street ID:
DAINES Section ID:
17-01
Inspection Date: 10/6/2005
Length:
2,376
PCI:
81
Load Related Distresses:
36.14%n
Samples Surveyed: 2
Width:
36
PCI High:
85
Environmental Distresses:
27.72%
Area:
85,536
PCI Low:
77
Other Distresses:
36.14%
Selection Criteria:
Page 10
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: DALEVIEW AVENUE
Street ID:
DALEVI Section ID:
17-01
Inspection Date: 10/6/2005
Length:
1,250
PCI:
78
Load Related Distresses:
0.00%n
Samples Surveyed: 1
Width:
36
PCI High:
78
Environmental Distresses:
100.00%n
Area:
45,000
PCI Low:
78
Other Distresses:
0.00%r
Street Name: DANBURY
STREET
Street ID:
DANBUR Section ID:
15-01
Inspection Date: 10/11/2005
Length:
375
PCI:
75
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
75
Environmental Distresses:
100.00%
Area:
13,500
PCI Low:
75
Other Distresses:
0.00%
Street Name: DANBURY
STREET
Street ID:
DANBUR Section ID:
17A-01
Inspection Date: 10/6/2005
Length:
430
PCL•
97
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
97
Environmental Distresses:
100.00%n
Area:
12,900
PCI Low:
97
Other Distresses:
0.00%
Street Name: DANBURY
STREET
Street ID:
DANBUR Section ID:
176-01
Inspection Date: 10/13/2006
Length:
290
PCI:
96
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
26
PCI High:
96
Environmental Distresses:
100.00%
Area:
7,540
PCI Low:
96
Other Distresses:
0.00%
Street Name: DANESWOODDRIVE
Street ID:
DANESW Section ID:
17-01
Inspection Date: 10/7/2005
Length:
260
PCI:
100
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
30
PCI High:
100
Environmental Distresses:
0.00%
Area:
7,800
PCI Low:
100
Other Distresses:
0.00%r
Street Name: DEGASAVENUE
Street ID:
DEGASA Section ID:
13A-02
Inspection Date: 10/1/2005
Length:
350
PCI:
52
Load Related Distresses:
40.97%r
Samples Surveyed: I
Width:
36
PCI High:
52
Environmental Distresses:
18.06%
Area:
12,600
PCI Low:
52
Other Distresses:
40.97%
Street Name: DEGAS AVENUE
Street ID:
DEGASA Section ID:
136-02
Inspection Date: 10/1/2005
Length:
325
PCI:
52
Load Related Distresses:
40.95%
Samples Surveyed: I
Width:
34
PCI High:
52
Environmental Distresses:
18.11%
Area:
11,050
PCI Low:
52
Other Distresses:
4095%
Street Name: DOREEN AVENUE
Street ID:
DOREEN Section ID:
15-01
Inspection Date: 10/11/2005
Length:
2,480
PCI:
72
Load Related Distresses:
0.00%n
Samples Surveyed: 2
Width:
36
PCI High:
72
Environmental Distresses:
100.00%
Area:
89.280
PCI Low:
72
Other Distresses:
0.00%n
Street Name: DUFFY STREET
Street ID:
DUFFYS Section ID:
07-06
Inspection Date: 10/1/2005
Length:
330
PCI:
82
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
82
Environmental Distresses:
100.00%
Area:
11,880
PCI Low:
82
Other Distresses:
0.00%r
Street Name: DUFFY STREET
Street ID:
DUFFYS Section ID:
11-04
Inspection Date: 10/1/2005
Length:
835
PCI:
73
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
30
PCI High:
73
Environmental Distresses:
100.00%
Area:
25,050
PCI Low:
73
Other Distresses:
0.00%,
Street Name: ELLIS
LANE
Street ID:
ELLISL Section ID:
11-02
Inspection Date: 10/13/2006
Length:
1,000
PCI:
92
Load Related Distresses:
22.50%
Samples Surveyed: 2
Width:
38
PCI High:
93
Environmental Distresses:
55.00%
Area:
38,000
PCI Low:
91
Other Distresses:
22.50%
Selection Criteria:
Page I I
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: ELMAVENUE
Street ID:
ELMAVE Section ID:
01-06
Inspection Date: 10/9/2006
Length:
745
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
100
Environmental Distresses:
0.00%
Area:
22,350
PCI Low:
100
Other Distresses:
0.00%
Street Name: EL MONTE
AVENUE
Street ID:
ELMONT Section ID:
12-01
Inspection Date: 10/12/2005
Length:
4,530
PCI:
72
Load Related Distresses:
0.009
Samples Surveyed: 4
Width:
56
PCI High:
72
Environmental Distresses:
100.007
Area:
253,680
PCI Low:
72
Other Distresses:
0.00%
Street Name: EMPEROR
AVENUE
Street ID:
EMPERO Section ID:
03A-05
Inspection Date: 9/28/2005
Length:
195
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
20
PCI High:
100
Environmental Distresses:
0.00%
Area:
3,900
PCI Low:
100
Other Distresses:
0.00%
Street Name: EMPEROR
AVENUE
Street ID:
EMPERO Section ID:
03B-05
Inspection Date: 9/28/2005
Length:
1,750
PCI:
80
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
80
Environmental Distresses:
100.00%
Area:
52,500
PCI Low:
80
Other Distresses:
0.00%
Street Name: EMPEROR AVENUE
Street ID:
EMPERO Section ID:
03C-05
Inspection Date: 9/28/2005
Length:
395
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
100
Environmental Distresses:
0.00%
Area:
11,850
PCI Low:
100
Other Distresses:
0.00%
Street Name: ENCINITA AVENUE
Street ID:
ENCINI Section ID:
03A-05
Inspection Date: 11/5/2005
Length:
850
PCI:
44
Load Related Distresses:
100.0090
Samples Surveyed: 1
Width:
20
PCI High:
44
Environmental Distresses:
0.00%
Area:
17,100
PCI Low:
44
Other Distresses:
0.007
Street Name: ENCINITA AVENUE
Street ID:
ENCINI Section ID:
036-05
Inspection Date: 9/28/2005
Length:
420
PCI:
54
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
36
PCI High:
54
Environmental Distresses:
0.0070
Area:
15,120
PCI Low:
54
Other Distresses:
0.00%
Street Name: ENCINITA AVENUE
Street ID:
ENCINI Section ID:
05A-04
Inspection Date: 10/3/2005
Length:
1,345
PCI:
65
Load Related Distresses:
40.83%
Samples Surveyed: I
Width:
40
PCI High:
65
Environmental Distresses:
53.39%
Area:
53,800
PCI Low:
65
Other Distresses:
5.78%
Street Name: ENCINITA AVENUE
Street ID:
ENCINI Section ID:
05C-05
Inspection Date: 10/3/2005
Length:
480
PCI:
67
Load Related Distresses:
43.03%
Samples Surveyed: I
Width:
38
PCI High:
67
Environmental Distresses:
50.887
Area:
18,240
PCI Low:
67
Other Distresses:
6.09%
Street Name: ENCINITA AVENUE
Street ID:
ENCINI Section ID:
07-3,4
Inspection Date: 10/3/2005
Length:
4,916
PCI:
68
Load Related Distresses:
56.19%
Samples Surveyed: 4
Width:
40
PCI High:
79
Environmental Distresses:
31.89%
Area:
196,640
PCI Low:
58
Other Distresses:
11.92%
Street Name: ENCINITA AVENUE
Street ID:
ENCINI Section ID:
513-4,5
Inspection Date: 10/3/2005
Length:
2,275
PCL•
67
Load Related Distresses:
43.06%
Samples Surveyed: I
i Width:
36
PCI High:
67
Environmental Distresses:
50.847
Area:
81,900
PCI Low:
67
Other Distresses:
6.10%
Selection Criteria:
Page 12
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: ESTRELLA AVENUE
Street ID:
ESTREL Section ID:
03-05
Inspection Date: 9/28/2005
Length:
350
PCI:
89
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
89
Environmental Distresses:
100.00%
Area:
10,500
PCI Low:
89
Other Distresses:
0.00%
Street Name: FAIRHALL
STREET
Street ID:
FAIRHA Section ID:
15-01
Inspection Date: 10/11/2005
Length:
695
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
26
PCI High:
72
Environmental Distresses:
100.00%
Area:
18,070
PCI Low:
72
Other Distresses:
0.00%
Street Name: FAIRVIEWAVENUE
Street ID:
FAIRVI Section ID:
17A-01
Inspection Date: 10/13/2006
Length:
175
PCI:
79
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
30
PCI High:
79
Environmental Distresses:
0.00%
Area:
5,250
PCI Low:
79
Other Distresses:
0.00%
Street Name: FAIRVIEW
AVENUE
Street ID:
FAIRVI Section ID:
17B-01
Inspection Date: 10/13/2006
Length:
245
PCI:
71
Load Related Distresses:
85.51%
Samples Surveyed: 1
Width:
32
PCI High:
71
Environmental Distresses:
14.49%
Area:
7,840
PCI Low:
71
Other Distresses:
0.00%
Street Name: FARAGO AVENUE
Street ID:
FARAGO Section ID:
17A-01
Inspection Date: 10/6/2005
Length:
1,2.50
PCI:
72
Load Related Distresses:
12.86%
Samples Surveyed: I
Width:
36
PCI High:
72
Environmental Distresses:
74.27%
Area:
45,000
PCI Low:
72
Other Distresses:
12.86%
Street Name: FARAGO AVENUE
Street ID:
FARAGO Section ID:
17B-01
Inspection Date: 10/6/2005
Length:
365
PCI:
72
Load Related Distresses:
12.85%
Samples Surveyed: 1
Width:
26
PCI High:
72
Environmental Distresses:
74.29%
Area:
9,490
PCI Low:
72
Other Distresses:
12.85%r
Street Name: FIESTA AVENUE
Street ID:
FIESTA Section ID:
09-03
Inspection Date: 10/4/2005
Length:
1,920
PCI:
75
Load Related Distresses:
0.00%
Samples Surveyed: 2
Width:
36
PCI High:
79
Environmental Distresses:
100.00%
Area:
69,120
PCI Low:
72
Other Distresses:
0.0070
Street Name: FLAHERTY STREET
Street ID:
FLAHER Section ID:
05A-05
Inspection Date: 9/30/2005
Length:
375
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
26
PCI High:
72
Environmental Distresses:
100.00%r
Area:
9,750
PCI Low:
72
Other Distresses:
0.00%
Street Name: FLAHERTY STREET
Street ID:
FLAHER Section ID:
0513-05
Inspection Date: 9/30/2005
Length:
575
PCI:
85
Load Related Distresses:
0.00%n
Samples Surveyed: I
Width:
30
PCI High:
85
Environmental Distresses:
100.00%
Area:
17,250
PCI Low:
85
Other Distresses:
0.00%
Street Name: FLAHERTY STREET
Street ID:
FLAHER Section ID:
05C-05
Inspection Date: 9/30/2005
Length:
960
PCI:
74
Load Related Distresses:
21.38%
Samples Surveyed: I
Width:
30
PCI High:
74
Environmental Distresses:
57.24%
Area:
28,800
PCI Low:
74
Other Distresses:
21.38%
Street Name: FORTSON DRIVE
Street ID:
FORTSO Section ID:
03-05
Inspection Date: 9/28/2005
Length:
475
PCI:
76
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
76
Environmental Distresses:
100.00%
Area:
14,250
PCI Low:
76
Other Distresses:
0.00%
Selection Criteria:
Page 13
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: FRATUS DRIVE
Street ID:
FRATUS Section ID:
09A-03
Inspection Date: 10/1/2005
Length:
2,720
PCI:
91
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
91
Environmental Distresses:
100.00%
Area:
97,920
PCI Low:
91
Other Distresses:
0.00%
Street Name: FRATUS
DRIVE
Street ID:
FRATUS Section ID:
09B-03
Inspection Date: 10/1/2005
Length:
620
PCI:
90
Load Related Distresses:
0.00''10
Samples Surveyed: I
Width:
36
PCI High:
90
Environmental Distresses:
100.00%
Area:
22,320
PCI Low:
90
Other Distresses:
0.00%
Street Name: FREER STREET
Street ID:
FREERS Section ID:
13-01
Inspection Date: 6/2/2006
Length:
265
PCI:
56
Load Related Distresses:
0.00%n
Samples Surveyed: I
Width:
36
PCI High:
56
Environmental Distresses:
100.00%n
Area:
9,540
PCI Low:
56
Other Distresses:
0.00%
Street Name: FREER STREET
Street ID:
FREERS Section ID:
15A-01
Inspection Date: 10/11/2005
Length:
340
PCI:
76
Load Related Distresses:
69.04%
Samples Surveyed: I
Width:
33
PCI High:
76
Environmental Distresses:
30.96%
Area:
11,220
PCI Low:
76
Other Distresses:
0,00%
Street Name: FREER STREET
Street ID:
FREERS Section ID:
15B-01
Inspection Date: 10/11/2005
Length:
1,280
PCI:
76
Load Related Distresses:
69.04%
Samples Surveyed: I
Width:
36
PCI High:
76
Environmental Distresses:
30.96%
Area:
46,080
PCI Low:
76
Other Distresses:
0.00%
Street Name: FREER STREET
Street ID:
FREERS Section ID:
15C-01
Inspection Date: 10/11/2005
Length:
500
PCI:
76
Load Related Distresses:
69.08%
Samples Surveyed: 1
Width:
38
PCI High:
76
Environmental Distresses:
30.92%r
Area:
19,000
PCI Low:
76
Other Distresses:
0.00%
Street Name: FREER STREET
Street ID:
FREERS Section ID:
17A-01
Inspection Date: 10/6/2005
Length:
1,076
PCI:
89
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
36
PCI High:
89
Environmental Distresses:
100.00%
Area:
38,736
PCI Low:
89
Other Distresses:
0.00%
Street Name: FREER STREET
Street ID:
FREERS Section ID:
1713-01
Inspection Date: 10/6/2005
Length:
340
PCI:
89
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
38
PCI High:
89
Environmental Distresses:
100.00%
Area:
12,920
PCI Low:
89
Other Distresses:
0.00%r
Street Name: FREER STREET
Street ID:
FREERS Section ID:
17C-01
Inspection Date: 10/6/2005
Length:
495
PCI:
89
Load Related Distresses:
0.00%r
Samples Surveyed: 1
Width:
36
PCI High:
89
Environmental Distresses:
100.00%
Area:
17,820
PCI Low:
89
Other Distresses:
0.00%r
Street Name: FREER STREET
Street ID:
FREERS Section ID:
17D-01
Inspection Date: 10/6/2005
Length:
450
PCI:
89
Load Related Distresses:
0.009
Samples Surveyed: I
Width:
26
PCI High:
89
Environmental Distresses:
100.00%
Area:
11,700
PCI Low:
89
Other Distresses:
0.00%
Street Name: GARIBALDIAVENUE
StreetlD:
GARIBA Section ID:
01-06
Inspection Date: 9/27/2005
Length:
3,905
PCI:
84
Load Related Distresses:
65.94%
Samples Surveyed: 4
Width:
36
PCI High:
91
Environmental Distresses:
34.06%
Area:
140,580
PCI Low:
65
Other Distresses:
0.00%n
Selection Criteria:
Page 14
MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: GARIBALDI AVENUE
Street ID:
GARIBA Section ID:
05-05
Length:
4,410
PCI:
84
Load Related Distresses:
21.62%
Width:
36
PCI High:
95
Environmental Distresses:
56.75%
Area:
158,760
PCI Low:
74
Other Distresses:
21.62%
Street Name: GIDLEY STREET
545
Street ID:
GIDLEY Section ID:
09A-03
Length:
1,025
PCI:
100
Load Related Distresses:
0.00%r
Width:
18
PCI High:
100
Environmental Distresses:
0.00%
Area:
18,450
PCI Low:
100
Other Distresses:
0.00%
Street Name: GIDLEY STREET
36
Street ID:
GIDLEY Section ID:
09B-03
Length:
570
PCI:
32
Load Related Distresses:
100.00%r
Width:
36
PCI High:
32
Environmental Distresses:
000%
Area:
20,520
PCI Low:
32
Other Distresses:
0.00%
Street Name: GLICKMANAVENUE
21,600
StreetID:
GLICKM Section ID:
13A-02
Length:
1,590
PCI:
67
Load Related Distresses:
37.26%n
Width:
36
PCI High:
67
Environmental Distresses:
62.74%n
Area:
57,240
PCI Low:
67
Other Distresses:
0.00%,,
StreeLName: GLICKMANAVENUE
Length:
440
PCI:
Width:
40
PCI High:
Area:
17,600
PCI Low:
I
Street Name: GLICKMANAVENUE
Length:
515
PCI:
Width:
38
PCI High:
Area:
19,570
PCI Low:
Street Name: GLICKMANAVENUE
Length:
545
PCI:
Width:
30
PCI High:
Area:
16,350
PCI Low:
Street Name: GOLDEN WEST AVENUE
Length:
1,300
PCI:
Width:
40
PCI High:
Area:
52,000
PCI Low:
Street Name: GOLDEN WEST AVENUE
Length:
3,950
PCI:
Width:
36
PCI High:
Area:
142,200
PCI Low:
Street Name: GOLDEN WEST AVENUE
Length:
5,025
PCI:
Width:
40
PCI High:
Area:
201,000
PCI Low:
Street Name: GOLDEN WEST AVENUE
Length:
600
PCI:
Width:
36
PCI High:
Area:
21,600
PCI Low:
Street ID: GLICKM Section ID: 13B-02
66 Load Related Distresses: 37.21%
66 Environmental Distresses: 62.79%n
66 Other Distresses: 0.00%
Street ID: GLICKM Section II): 13C-02
66 Load Related Distresses: 37.17%
66 Environmental Distresses: 62.83%
66 Other Distresses: 0.00%n
Street ID: GLICKM Section ID: 13D-02
66 Load Related Distresses: 37 18%
66 Environmental Distresses: 6282%
66 Other Distresses: 000%
Street ID: GOLDEN Section ID: 03-05
98 Load Related Distresses: 0.00%
98 Environmental Distresses: 100.00%,,
98 Other Distresses: 0.00%
Street ID: GOLDEN Section ID: 05-4,5
80 Load Related Distresses: 57.61%
98 Environmental Distresses: 42.39%
58 Other Distresses: 0.000/,
Street ID: GOLDEN Section ID: 1 I A2.4
82 Load Related Distresses: 6.78%r
82 Environmental Distresses: 93.22%
82 Other Distresses: 0.009,,
Street ID: GOLDEN Section ID: IIB -02
82 Load Related Distresses: 6.51 �k
82 Environmental Distresses: 93.49%
82 Other Distresses: 0.00%,,
Date Printed 10/18/2006
PMS 1028
Inspection Date: 9/30/2005
Samples Surveyed: 4
Inspection Date: 9/4/2005
Samples Surveyed: 1
Inspection Date: 9/4/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2015
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: 4
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2(X)5
Samples Surveyed: I
Selection Criteria' Page 15 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: GOLDEN WEST AVENUE
Street ID:
GOLDEN Section ID:
IIC2,4
Length:
1,165
PCI:
82
Load Related Distresses:
7.11%
Width:
38
PCI High:
82
Environmental Distresses:
92.89%r
Area:
44,270
PCI Low:
82
Other Distresses:
0.00%
Street Name: GOLDEN
WEST AVENUE
Street ID:
GOLDEN Section ID:
1 I D-02
Length:
625
PCI:
82
Load Related Distresses:
6.59%
Width:
42
PCI High:
82
Environmental Distresses:
93.41%
Area:
26,250
PCI Low:
82
Other Distresses:
0.00%r
Street Name: GOLDEN
WEST AVENUE
Street ID:
GOLDEN Section ID:
1 IE -02
Length:
600
PCI:
82
Load Related Distresses:
6.77%
Width:
40
PCI High:
82
Environmental Distresses:
93.23%
Area:
24,000
PCI Low:
82
Other Distresses:
0.00%
Street Name: GOLDEN WEST AVENUE
Street ID:
GOLDEN Section ID:
IIF2,4
Length:
1,345
PCI:
82
Load Related Distresses:
6.53%r
Width:
36
PCI High:
82
Environmental Distresses:
93.47%
Area:
48,420
PCI Law:
82
Other Distresses:
0.00%
Street Name: GRACEWOOD AVENUE
Street ID:
GRACEW Section ID:
13A-02
Length:
635
PCI:
100
Load Related Distresses:
0.00%
Width:
40
PCI High:
100
Environmental Distresses:
0.00%
Area:
25,400
PCI Low:
100
Other Distresses:
0.00%
I
Street Name: GRACEWOOD AVENUE
Street ID:
GRACEW Section ID:
13B-02
Length:
225
PCI:
,52
Load Related Distresses:
72.05%
Width:
34
PCI High:
52
Environmental Distresses:
20.93%
Area:
7.650
PCI Low:
52
Other Distresses:
7.02%
Street Name: GRACEWOODAVENUE
Street ID:
GRACEW Section ID:
13C-02
Length:
485
PCI:
52
Load Related Distresses:
71.69%
Width:
28
PCI High:
52
Environmental Distresses:
21.10%
Area:
13,580
PCI Low:
52
Other Distresses:
7.21%
Street Name: GRAND
AVENUE
Street ID:
GRANDA Section ID:
17A -OI
Length:
2,305
PCI:
69
Load Related Distresses:
69.67%
Width:
32
PCI High:
69
Environmental Distresses:
30.33%
Area:
73,760
PCI Low:
69
Other Distresses:
0.00%r
Street Name: GRAND
AVENUE
Street ID:
GRANDA Section ID:
1713-01
Length:
665
PCI:
69
Load Related Distresses:
69.67%
Width:
30
PCI High:
69
Environmental Distresses:
30.33%n
Area:
19,950
PCI Low:
69
Other Distresses:
0.00%r
Street Name: GREEN STREET
Street ID:
GREENS Section ID:
13A-02
Length:
1,045
PCI:
100
Load Related Distresses:
0.00%
Width:
36
PCI High:
100
Environmental Distresses:
0.00%n
Area:
37,620
PCI Low:
100
Other Distresses:
0.00%
Street Name: GREEN STREET
Street ID:
GREENS Section ID:
136-02
Length:
840
PCI:
100
Load Related Distresses:
0.00%
Width:
15
PCI High:
100
Environmental Distresses:
0.00%
Area:
12,600
PCI Low:
100
Other Distresses:
0.00%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date. 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 9/l/2006
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/I/2005
Samples Surveyed: I
Inspection Date: 10/6/20X75
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: 1
Selection Criteria: Page 16 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: HALDEMAN STREET
Length: 310 PCI:
Width: 26 PCI High:
Area: 8,060 PCI Low:
Street Name: HALIFAXROAD
Length: 2,475 PCI:
Width: 36 PCI High:
Area: 89,100 PCI Low:
Street Name: HALIFAX ROAD
Length: 600 PCI:
Width: 40 PCI High:
Area: 24,000 PCI Low:
Street Name: HALIFAX ROAD
Length: 1,940 PCI:
Width: 36 PCI High:
Area: 69,840 PCI Low:
Street Name: HALLOWELLAVENUE
Length:
1,040
PCI:
Width:
36
PCI High:
Area:
37,440
PCI Low:
Street Name: HALLOWELLAVENUE
Length:
555
PCI:
Width:
34
PCI High:
Area:
18,870
PCI Low:
Street Name: HALLOWELLAVENUE
Length:
1,345
PCI:
Width:
40
PCI High:
Area:
53,800
PCI Low:
Street Name: HALLWOODDRIVE
Length:
660
PCI:
Width:
30
PCI High:
Area:
19,800
PCI Low:
Street Name: HALLWOODDRIVE
Length:
270
PCI:
Width:
30
PCI High:
Area:
8,100
PCI Low:
Street Name: HALLWOODDRIVE
Length:
695
PCI:
Width:
26
PCI High:
Area:
18,070
PCI Low:
Street Name: HARKER
AVENUE
Length:
690
PCI:
Width:
36
PCI High:
Area:
24,840
PCI Low:
Street ID: HALDEM Section ID: 01-06
72 Load Related Distresses: 0.00%
72 Environmental Distresses: 100.00%
72 Other Distresses: 0.00%r
Street ID: HALIFA Section ID: 15A-01
87 Load Related Distresses: 0.00%r
87 Environmental Distresses: 100.00%r
87 Other Distresses: 0.00%
Street ID: HALIFA Section ID: 1513-01
86 Load Related Distresses: 0.00%r
86 Environmental Distresses: 100.00%r
86 Other Distresses: 0.00%
Street ID: HALIFA Section ID: 15C-01
86 Load Related Distresses: 0.00%
86 Environmental Distresses: 100.00%n
86 Other Distresses: 0.00%
Street ID: HALLOW Section ID: 15A-01
39 Load Related Distresses: 62.97%
39 Environmental Distresses: 37.03%
39 Other Distresses: 0.00%
Street ID: HALLOW Section ID: 1513-01
51 Load Related Distresses: 70.17%
51 Environmental Distresses: 29.83%
51 Other Distresses: 0.00%
Street ID: HALLOW Section ID: 15C-01
51 Load Related Distresses: 70.14%
51 Environmental Distresses: 29.86%r
51 Other Distresses: 0.00%r
Street ID: HALLWO Section ID: I1-02
74 Load Related Distresses: 0.00%
74 Environmental Distresses: 100.00%
74 Other Distresses: 0.00%r
Street ID: HALLWO Section ID: 13-02
85 Load Related Distresses: 100,00%n
85 Environmental Distresses: 0.00%n
85 Other Distresses: 0.00%n
Street ID: HALLWO Section ID: 15-02
72 Load Related Distresses: 0.00%
72 Environmental Distresses: 100.00%
72 Other Distresses: 0.00%
Street ID: HARKER Section ID: 07-06
58 Load Related Distresses: 0.00%r
58 Environmental Distresses: 100.00%r
58 Other Distresses: 0.00%,
Date Printed 10/18/2006
PMS 1028
Inspection Date: 9/27/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/13/2006
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Selection Criteria: Page 17 MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: HART AVENUE
Street ID:
HARTAV Section ID:
01-06
Inspection Date: 9/28/2005
Length:
3.200
PCI:
85
Load Related Distresses:
47.25%r
Samples Surveyed:
3
Width:
30
PCI High:
100
Environmental Distresses:
43.00%n
Area:
96,000
PCI Low:
74
Other Distresses:
9.75%r
Street Name: HECLA
STREET
Street ID:
HECLAS Section ID:
09-03
Inspection Date: 10/1/2005
Length:
170
PCI:
98
Load Related Distresses:
0.00%
Samples Surveyed:
1
Width:
26
PCI High:
98
Environmental Distresses:
100.00%r
Area:
4,420
PCI Low:
98
Other Distresses:
0.00%
Street Name: HELEO AVENUE
Street ID:
HELEOA Section ID:
09A-03
Inspection Date: 10/4/2005
Length:
1,595
PCI:
73
Load Related Distresses:
2.35%
Samples Surveyed:
2
Width:
36
PCI High:
74
Environmental Distresses:
95.31%
Area:
57,420
PCI Low:
72
Other Distresses:
2.35%r
Street Name: HELEO AVENUE
Street ID:
HELEOA Section ID:
09B-04
Inspection Date: 10/1/2005
Length:
580
PCI:
72
Load Related Distresses:
0.00%r
Samples Surveyed:
2
Width:
26
PCI High:
88
Environmental Distresses:
100.00%r
Area:
15,080
PCI Low:
56
Other Distresses:
0.00%
Street Name: HERMOSA DRIVE
Street ID:
HERMOS Section ID:
01-06
Inspection Date: 9/28/2005
Length:
4,045
PCI:
71
Load Related Distresses:
75.87%r
Samples Surveyed:
4
Width:
40
PCI High:
100
Environmental Distresses:
21.48%r
Area:
161,800
PCI Low:
27
Other Distresses:
2.65%r
Street Name: HILTON
AVENUE
Street ID:
HILTON Section ID:
09A-03
Inspection Date: 10/1/2005
Length:
455
PCI:
66
Load Related Distresses:
0.001
Samples Surveyed:
1
Width:
36
PCI High:
66
Environmental Distresses:
100.00%r
Area:
16,380
PCI Low:
66
Other Distresses:
0.00%
Street Name: HILTON
AVENUE
Street ID:
HILTON Section ID:
096-03
Inspection Date: 10/1/2005
Length:
265
PCI:
66
Load Related Distresses:
0.00%
Samples Surveyed:
I
Width:
26
PCI High:
66
Environmental Distresses:
100.00%r
Area:
6.890
PCI Low:
66
Other Distresses:
0.00%r
Street Name: HILTONAVENUE
Street ID:
HILTON Section ID:
09C-04
Inspection Date: 10/1/2005
Length:
280
PCI:
57
Load Related Distresses:
0.00%
Samples Surveyed:
I
Width:
35
PCI High:
57
Environmental Distresses:
100.00%r
Area:
9,800
PCI Low:
57
Other Distresses:
0.00%
Street Name: HOWLAND
DRIVE
Street ID:
HOWLAN Section ID:
II -02
Inspection Date: 10/1/2005
Length:
1,475
PCI:
81
Load Related Distresses:
0.00%r
Samples Surveyed:
I
Width:
36
PCI High:
81
Environmental Distresses:
100.00%r
Area:
53,100
PCI Low:
81
Other Distresses:
0.00%r
Street Name: ]VAR
AVENUE
Street ID:
IVARAV Section ID:
01-06
Inspection Date: 9/27/2(1)5
Length:
2,635
PCI:
64
Load Related Distresses:
0.00%r
Samples Surveyed:
3
Width:
30
PCI High:
78
Environmental Distresses:
100.00%r
Area:
79,050
PCI Low:
57
Other Distresses:
0.00%r
Street Name: JAYLEE DRIVE
StreetlD:
JAYLEE Section ID:
03-05
Inspection Date: 9/28/200.5
Length:
525
PCI:
80
Load Related Distresses:
0.00%
Samples Surveyed:
I
Width:
30
PCI High:
80
Environmental Distresses:
100.00%
Area:
15,750
PCI Low:
80
Other Distresses:
0.00%
Selection Criteria:
Page 18
MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: KAUFFMAN AVENUE
Length: 2,730 PCI:
Width: 36 PCI High:
Area: 98,280 PCI Low:
Street Name: KAUFFMAN AVENUE
Length: 3,695 PCI:
Width: 36 PCI High:
Area: 133,020 PCI Low:
Street Name: KAUFFMAN AVENUE
Length: 270 PCI:
Width: 38 PCI High:
Area: 10,260 PCI Low:
Street Name: KENNERLY STREET
Length: 2,080 PCI:
Width: 30 PCI High:
Area: 62,400 PCI Low:
Street Name: KEY WEST STREET
Length:
470
PCI:
Width:
30
PCI High:
Area:
i
14,100
PCI Low:
Street Name: KEY WEST STREET
Length:
660
PCI:
Width:
30
PCI High:
Area:
19,800
PCI Low:
Street Name: KEY WEST STREET
Length:
417
PCI:
Width:
36
PCI High:
Area:
15,012
PCI Low:
Street Name: KEY W EST STREET
Length:
450
PCI:
Width:
40
PCI High:
Area:
18,000
PCI Low:
Street Name: KEY WEST STREET
Length:
735
PCI:
Width:
38
PCI High:
Area:
27,930
PCI Low:
Street Name: KEY WEST STREET
Length:
240
PCI:
Width:
20
PCI High:
Area:
4,800
PCI Low:
Street Name: LANDSEER STREET
Length:
465
PCI:
Width:
34
PCI High:
Area:
15,810
PCI Low:
Street ID: KAUFFM Section ID: I1-02
89 Load Related Distresses: 0.00%
92 Environmental Distresses: 100.00%r
86 Other Distresses: 0.00%
Street ID: KAUFFM Section ID: 5A-4,5
19 Load Related Distresses: 77.64%n
19 Environmental Distresses: 13.42%
19 Other Distresses: 8.93%
Street ID: KAUFFM Section ID: 5B-05
20 Load Related Distresses: 78.44%n
20 Environmental Distresses: 12.62%n
20 Other Distresses: 8.94%r
Street ID: KENNER Section ID: 09-03
84 Load Related Distresses: 0.00%
87 Environmental Distresses: 100.00%
80 Other Distresses: 0.00%
Street ID: KEYWES Section ID: 09-03
79 Load Related Distresses: 0.00%
79 Environmental Distresses: 100.00%
79 Other Distresses: 0.00%
Street ID: KEYWES Section ID: II -02
73 Load Related Distresses: 0.00%n
73 Environmental Distresses: 100.00%
73 Other Distresses: 0.00%
Street ID: KEYWES Section ID: 15A-01
82 Load Related Distresses: 58.63%
82 Environmental Distresses: 41.37%
82 Other Distresses: 0.00%
Street ID: KEYWES Section ID: 15B-01
81 Load Related Distresses: 58.46%n
81 Environmental Distresses: 41.54%r
81 Other Distresses: 0.00%
Street ID: KEYWES Section ID: 15C-01
81 Load Related Distresses: 58.35%
81 Environmental Distresses: 41.65%r
81 Other Distresses: 0.00%
Street ID: KEYWES Section ID: 1513-01
81 Load Related Distresses: 58.41%
81 Environmental Distresses: 41.59%
81 Other Distresses: 0.00%r
Street ID: LANDSE Section ID: 13-02
81 Load Related Distresses: 0.00%
81 Environmental Distresses: 100.00%n
81 Other Distresses: 0.00%r
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/1/2(X)5
Samples Surveyed: 2
Inspection Date: 9/23/2005
Samples Surveyed: I
Inspection Date: 9/23/2005
Samples Surveyed: I
Inspection Date: 10/I/2005
Samples Surveyed: 3
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: 1
Selection Criteria: Page 19 MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
07-03
Inspection Date: 10/3/2005
Length:
350
PCI:
72
Load Related Distresses:
0.0090
Samples Surveyed: I
Width:
40
PCI High:
72
Environmental Distresses:
100.00%
Area:
14,000
PCI Low:
72
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
09-03
Inspection Date: 10/4/2005
Length:
2.640
PCI:
76
Load Related Distresses:
12.42%
Samples Surveyed: 2
Width:
36
PCI High:
81
Environmental Distresses:
75.16%
Area:
95,040
PCI Low:
72
Other Distresses:
12.427
Street Name: LA ROSA
DRIVE
Street ID:
LAROSA Section ID:
I IA -02
Inspection Date: 10/1/2005
Length:
1,160
PCI:
46
Load Related Distresses:
92.40%
Samples Surveyed: 1
Width:
36
PCI High:
46
Environmental Distresses:
7.60%
Area:
41.760
PCI Low:
46
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
11 B-02
Inspection Date: 10/1/2005
Length:
930
PCI:
46
Load Related Distresses:
92.44%
Samples Surveyed: I
Width:
30
PCI High:
46
Environmental Distresses:
7.56%
Area:
27,900
PCI Low:
46
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
I IC -02
Inspection Date: 10/1/2005
Length:
300
PCI:
46
Load Related Distresses:
92.41%
Samples Surveyed: 1
Width:
32
PCI High:
46
Environmental Distresses:
7.59%
Area:
9,600
PCI Low:
46
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
I ID -02
Inspection Date: 10/1/2005
Length:
235
PCI:
46
Load Related Distresses:
92.44%
Samples Surveyed: 1
Width:
30
PCI High:
46
Environmental Distresses:
7.56%
Area:
7.050
PCI Low:
46
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
13A-02
Inspection Date: 10/1/2005
Length:
665
PCI:
78
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
40
PCI High:
78
Environmental Distresses:
100.00%
Area:
26,600
PCI Low:
78
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
136-02
Inspection Date: 10/1/2005
Length:
660
PCI:
78
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
38
PCI High:
78
Environmental Distresses:
100.00%
Area:
25,080
PCI Low:
78
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
13C-02
Inspection Date: 10/1/2005
Length:
645
PCI:
79
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
40
PCI High:
79
Environmental Distresses:
100.007,
Area:
25,800
PCI Low:
79
Other Distresses:
0.00%
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
15-01
Inspection Date: 10/11/2005
Length:
742
PCI:
80
Load Related Distresses:
10,0570
Samples Surveyed: I
Width:
36
PCI High:
80
Environmental Distresses:
79.90%
Area:
26,712
PCI Low:
80
Other Distresses:
10.0590
Street Name: LA ROSA DRIVE
Street ID:
LAROSA Section ID:
17-01
Inspection Date: 10/13/2006
Length:
360
PCI:
76
Load Related Distresses:
94.64%
Samples Surveyed: I
Width:
26
PCI High:
76
Environmental Distresses:
5.36%
Area:
9,360
PCI Low:
76
Other Distresses:
0.00%
Selection Criteria:
Page 20
MTC StreetSaver
Temple City
Date Printed IO/18/2006
Section Condition Inventory PMS 1028
Street Name: LAS TUNAS DRIVE
Street ID:
LASTUN Section ID:
02A-06
Inspection Date: 10/12/2005
Length:
240
PCI:
99
Load Related Distresses:
0.00911
Samples Surveyed: I
Width:
120
PCI High:
100
Environmental Distresses:
0.009•
Area:
28,800
PCI Low:
100
Other Distresses:
0.00%
Street Name: LAS TUNAS
DRIVE
Street ID:
LASTUN Section ID:
02B-06
Inspection Date: 10/12/2005
Length:
1,583
PCI:
99
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
110
PCI High:
100
Environmental Distresses:
0.00%
Area:
174,130
PCI Low:
100
Other Distresses:
0.00%
Street Name: LASTUNASDRIVE
StreetlD:
LASTUN Section ID:
02E-04
Inspection Date: 10/12/2005
Length:
1.075
PCI:
99
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
70
PCI High:
100
Environmental Distresses:
0.00%
Area:
75,250
PCI Low:
100
Other Distresses:
0.00%n
Street Name: LAS TUNAS
DRIVE
Street ID:
LASTUN Section ID:
2C-4.6
Inspection Date: 10/12/2005
Length:
2,490
PCI:
99
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
70
PCI High:
100
Environmental Distresses:
0.00%r
Area:
174,300
PCI Low:
100
Other Distresses:
0.00%n
Street Name: LAS TUNAS
DRIVE
Street ID:
LASTUN Section ID:
2D-04
Inspection Date: 10/12/2005
Length:
2,200
PCI:
99
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
76
PCI High:
100
Environmental Distresses:
0.00%
Area:
167,200
PCI Low:
100
Other Distresses:
0.00%
Street Name: LEMON AVENUE
Street ID:
LEMON Section ID:
03A-05
Inspection Date: 9/28/2005
Length:
3,580
PCI:
24
Load Related Distresses:
61.70%11
Samples Surveyed: I
Width:
36
PCI High:
24
Environmental Distresses:
1015%
Area:
128.880
PCI Low:
24
Other Distresses:
28.15%
Street Name: LEMON AVENUE
Street ID:
LEMON Section ID:
03B-05
Inspection Date: 9/28/2005
Length:
1,320
PCI:
26
Load Related Distresses:
60.71%
Samples Surveyed: I
Width:
40
PCI High:
26
Environmental Distresses:
9.96%
Area:
52.800
PCI Low:
26
Other Distresses:
29.34%
Street Name: LEMON AVENUE
Street ID:
LEMON Section ID:
03C-05
Inspection Date: 9/28/2005
Length:
1,980
PCI:
21
Load Related Distresses:
57.4511/
Samples Surveyed: I
Width:
36
PCI High:
21
Environmental Distresses:
9.79%
Area:
71,280
PCI Low:
21
Other Distresses:
32.76,
Street Name: LESLIE
DRIVE
Street ID:
LESLIE Section ID:
01-06
Inspection Date: 9/27/2005
Length:
265
PCI:
84
Load Related Distresses:
4.34%
Samples Surveyed: 1
Width:
34
PCI High:
84
Environmental Distresses:
91.33%11
Area:
9,010
PCI Low:
84
Other Distresses:
4.34%
Street Name: LIVE OAK AVENUE
Street ID:
LIVEOA Section ID:
04A-04
Inspection Date: 10/12/2005
Length:
5,045
PCI:
68
Load Related Distresses:
0.00%11
Samples Surveyed: 5
Width:
38
PCI High:
72
Environmental Distresses:
100.00%
Area:
191,710
PCI Low:
56
Other Distresses:
0.00%
Street Name: LIVEOAKAVENUE
StreetlD:
LIVEOA Section ID:
413-02
Inspection Date: 10/12/2005
Length:
760
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
45
PCI High:
100
Environmental Distresses:
0.00%11
Area:
34,200
PCI Low:
100
Other Distresses:
0.00%n
Selection Criteria:
Page 21
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: LIVE OAK AVENUE
Street ID:
LIVEOA Section ID:
4C-02
Inspection Date: 10/12/2005
Length:
560
PCI:
100
Load Related Distresses:
0.00%r
Samples Surveyed: 1
Width:
36
PCI High:
100
Environmental Distresses:
0.00%
Area:
20,160
PCI Low:
100
Other Distresses:
0.00%r
Street Name: LIVEOAKAVENUE
Street ID:
LIVEOA Section ID:
4D-1,2
Inspection Date: 10/12/2005
Length:
2,560
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
100
Environmental Distresses:
0.00%
Area:
76,800
PCI Low:
100
Other Distresses:
0.00%r.
Street Name: LIVIAAVENUE
Street ID:
LIVIAA Section ID:
03-05
Inspection Date: 9/28/2005
Length:
1,405
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
72
Environmental Distresses:
100.00%r
Area:
50,580
PCI Low:
72
Other Distresses:
0.00%r
Street Name: LOMA
AVENUE
Street ID:
LOMAAV Section ID:
01-06
Inspection Date: 9/28/2005
Length:
2,985
PCI:
86
Load Related Distresses:
10.72%n
Samples Surveyed: 3
Width:
30
PCI High:
92
Environmental Distresses:
89.28%n
Area:
89,550
PCI Low:
82
Other Distresses:
0.00%
Street Name: LOMA
AVENUE
Street ID:
LOMAAV Section ID:
03-05
Inspection Date: 11/5/2005
Length:
870
PCI:
78
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
30
PCI High:
78
Environmental Distresses:
100.00%
Area:
26,100
PCI Low:
78
Other Distresses:
0.00%r
I
Street Name: LOMA
AVENUE
Street ID:
LOMAAV Section ID:
07-3,6
Inspection Date: 10/1/2005
Length:
2,665
PCI:
81
Load Related Distresses:
0.00%
Samples Surveyed: 3
Width:
36
PCI High:
86
Environmental Distresses:
100.00%
Area:
95,940
PCI Low:
74
Other Distresses:
0.00%
Street Name: LONGDEN
AVENUE
Street ID:
LONGDE Section ID:
01 B-05
Inspection Date: 9/27/2005
Length:
707
PCI:
66
Load Related Distresses:
48.28%
Samples Surveyed: I
Width:
40
PCI High:
66
Environmental Distresses:
51.72%
Area:
28,280
PCI Low:
66
Other Distresses:
0.00%
Street Name: LONGDEN
AVENUE
Street ID:
LONGDE Section ID:
05A-05
Inspection Date: 10/3/2005
Length:
495
PCI:
85
Load Related Distresses:
83.44%
Samples Surveyed: 1
Width:
40
PCI High:
85
Environmental Distresses:
12.93%
Area:
19,800
PCI Low:
85
Other Distresses:
3.62%
Street Name: LONGDEN
AVENUE
Street ID:
LONGDE Section ID:
056-05
Inspection Date: 10/3/2005
Length:
1,320
PCI:
86
Load Related Distresses:
83.71%
Samples Surveyed: 1
Width:
36
PCI High:
86
Environmental Distresses:
12.61%
Area:
47,520
PCI Low:
86
Other Distresses:
3.68%
Street Name: LONGDEN
AVENUE
Street ID:
LONGDE Section ID:
05C-05
Inspection Date: 10/3/2005
Length:
660
PCI:
86
Load Related Distresses:
83.65%
Samples Surveyed: 1
Width:
30
PCI High:
86
Environmental Distresses:
11790X
Area:
19,800
PCI Low:
86
Other Distresses:
3.55%
Street Name: LONGDEN
AVENUE
Street ID:
LONGDE Section ID:
05D-05
Inspection Date: 10/3/2005
Length:
200
PCI:
86
Load Related Distresses:
83.69%r
Samples Surveyed: I
Width:
36
PCI High:
86
Environmental Distresses:
12.63%r
Area:
7,200
PCI Low:
86
Other Distresses:
3.68%
Selection Criteria:
Page 22
MTC StreetSaver
Temple City
Date Printed 10/I 8/2006
Section Condition Inventory PMS 1028
Street Name: LONGDEN AVENUE
Street ID:
LONGDE Section ID:
05E-05
Inspection Date: 10/3/2005
Length:
460
PCI:
86
Load Related Distresses:
83.67%r
Samples Surveyed: I
Width:
30
PCI High:
86
Environmental Distresses:
12.77%r
Area:
13,800
PCI Low:
86
Other Distresses:
3.56%n
Street Name: LONGDEN
AVENUE
Street ID:
LONGUE Section ID:
05F -0S
Inspection Date: 10/3/2005
Length:
660
PCI:
86
Load Related Distresses:
83.69%
Samples Surveyed: 1
Width:
40
PCI High:
86
Environmental Distresses:
12.74%
Area:
26.400
PCI Low:
86
Other Distresses:
3.57%•
Street Name: LONGDEN
AVENUE
Street ID:
LONGDE Section ID:
1 A-5,6
Inspection Date: 9/27/2005
Length:
2,407
PCI:
66
Load Related Distresses:
48.34%
Samples Surveyed: I
Width:
36
PCI High:
66
Environmental Distresses:
51.66%n
Area:
86,652
PCI Low:
66
Other Distresses:
0.00%
Street Name: LORA
STREET
Street ID:
LORAST Section ID:
15-01
Inspection Date: 12/12/200.5
Length:
460
PCI:
75
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
75
Environmental Distresses:
100.00%
Area:
16,560
PCI Low:
75
Other Distresses:
0.00%
Street Name: LORA
STREET
Street ID:
LORAST Section ID:
17-01
Inspection Date: 10/13/2006
Length:
360
PCI:
73
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
26
PCI High:
73
Environmental Distresses:
0.00%
Area:
9.360
PCI Low:
73
Other Distresses:
0.00%
I
Street Name: LOWERAZUSAROAD
StreetID:
LOWER Section ID:
06A-03
Inspection Date: 10/12/2005
Length:
583
PCI:
99
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
52
PCI High:
100
Environmental Distresses:
0.00%n
Area:
30,316
PCI Low:
100
Other Distresses:
0.00%n
Street Name: LOWER AZUSA ROAD
Street ID:
LOWER Section ID:
06C-02
Inspection Date: 10/12/2005
Length:
113
PCI:
99
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
62
PCI High:
100
Environmental Distresses:
0.00%
Area:
7,006
PCI Low:
100
Other Distresses:
0.00%r
Street Name: LOWERAZUSAROAD
Street ID:
LOWER Section ID:
613-2,3
Inspection Date: 10/12/2005
Length:
4,130
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
64
PCI High:
100
Environmental Distresses:
0.00%
Area:
264,320
PCI Low:
100
Other Distresses:
0.00%
Street Name: LOWERAZUSAROAD
Street ID:
LOWER Section ID:
6D-1,2
Inspection Date: 10/12/2005
Length:
3,233
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
64
PCI High:
100
Environmental Distresses:
0.00%r
Area:
206,912
PCI Low:
100
Other Distresses:
0.00%r
Street Name: LYNROSE
STREET
Street ID:
LYNROS Section ID:
13-02
Inspection Date: 10/1/2005
Length:
1,005
PCI:
87
Load Related Distresses:
0.00%r
Samples Surveyed: 1
Width:
30
PCI High:
87
Environmental Distresses:
100.00%
Area:
30,150
PCI Low:
87
Other Distresses:
0.00%r
Street Name: LYNROSE
STREET
Street ID:
LYNROS Section ID:
15-01
Inspection Date: 10/11/2005
Length:
550
PCI:
72
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
26
PCI High:
72
Environmental Distresses:
100.00%
Area:
14,300
PCI Low:
72
Other Distresses:
0.00%
Selection Criteria:
Page 23
MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: LYNROSE STREET
450
Length:
415
PCI:
Width:
28
PCI High:
Area:
11,620
PCI Low:
Street Name: McCLINTOCK
AVENUE
Length:
2,065
PCI:
Width:
30
PCI High:
Area:
61,950
PCI Low:
Street Name: McCULLOCH
AVENUE
180
Length:
1,195
PCI:
Width:
36
PCI High:
Area:
43,020
PCI Low:
Street Name: McCULLOCHAVENUE
1,480
PCI:
Length:
700
PCI:
Width:
18
PCI High:
Area:
12,600
PCI Low:
Street Name: McCULLOCHAVENUE
Length:
450
PCI:
Width:
38
PCI High:
Area:
17,100
PCI Low:
I
Street Name: McCULLOCHAVENUE
Length:
220
PCI:
Width:
20
PCI High:
Area:
4,400
PCI Low:
Street Name: MILLER DRIVE
Length:
180
PCI:
Width:
40
PCI High:
Area:
7,200
PCI Low:
Street Name: MILOANN STREET
Length:
1,480
PCI:
Width:
40
PCI High:
Area:
59,200
PCI Low:
Street Name: MILOANN STREET
Length:
350
PCI:
Width:
36
PCI High:
Area:
12,600
PCI Low:
Street Name: MILOANN STREET
Length:
360
PCI:
Width:
26
PCI High:
Area:
9,360
PCI Low:
Street Name: MUSCATELAVENUE
Length:
3,825
PCI:
Width:
40
PCI High:
Area:
153,000
PCI Low:
Street ID: LYNROS Section ID: 17-01
72 Load Related Distresses: 0.00%
72 Environmental Distresses: 100.00%
72 Other Distresses: 0.00%
Street ID: MCCLIN Section ID: 17-01
88 Load Related Distresses: 28.99%r
93 Environmental Distresses: 42.01%
83 Other Distresses: 28.99%n
Street ID: MCCULL Section ID: 17A-01
78 Load Related Distresses: 14.27%r
78 Environmental Distresses: 71.47%r
78 Other Distresses: 14.27%
Street ID: MCCULL Section ID: 17B-01
78 Load Related Distresses: 14.20%
78 Environmental Distresses: 71.60%r
78 Other Distresses: 14.20%
Street ID: MCCULL Section ID: 17C-Ol
78 Load Related Distresses: 14.28%
78 Environmental Distresses: 71.43%
78 Other Distresses: 14.28%
Street ID: MCCULL Section ID: 1713-01
78 Load Related Distresses: 14.24%r
78 Environmental Distresses: 71.51%
78 Other Distresses: 14.24%
Street ID: MILLER Section ID: 09-03
84 Load Related Distresses: 0.00%
84 Environmental Distresses: 100.00%
84 Other Distresses: 0.00%r
Street ID: MILOAN Section ID: I1-02
86 Load Related Distresses: 78.57%r
86 Environmental Distresses: 21.43%r
86 Other Distresses: 0.00%
Street ID: MILOAN Section ID: IS -01
67 Load Related Distresses: 100.00%r
67 Environmental Distresses: 0.00%
67 Other Distresses: 0.00%r
Street ID: MILOAN Section ID: 17-01
77 Load Related Distresses: 99.11%
77 Environmental Distresses: 0.89%r
77 Other Distresses: 0.00%
StreetlD: MUSCAT Section ID: 01-06
64 Load Related Distresses: 55.64%
96 Environmental Distresses: 4012%
43 Other Distresses: 4.24%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/7/2(X)5
Samples Surveyed: 1
Inspection Date: 10/6/2005
Samples Surveyed: 2
Inspection Date: 10/7/2005
Samples Surveyed: 1
Inspection Date: 10/7/2005
Samples Surveyed: 1
Inspection Date: 10/7/2005
Samples Surveyed: 1
Inspection Date: 10/7/2005
Samples Surveyed: I
Inspection Date: 10/4/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/13/2000
Samples Surveyed: I
Inspection Date: 10/13/2006
Samples Surveyed: I
Inspection Date: 9/27/2005
Samples Surveyed: 4
Selection Criteria: Page 24 MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS 1028
Street Name: MYDA AVENUE
Street ID:
MYDAAV Section ID:
01-06
Inspection Date: 9/28/2005
Length:
490
PCI:
94
Load Related Distresses:
84.29%r
Samples Surveyed: I
Width:
30
PCI High:
94
Environmental Distresses:
15.71%n
Area:
14,700
PCI Low:
94
Other Distresses:
0.00%
Street Name: NADINE STREET
Street ID:
NADINE Section ID:
09-02
Inspection Date: 10/1/2005
Length:
620
PCI:
74
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
74
Environmental Distresses:
100.00%
Area:
18,600
PCI Low:
74
Other Distresses:
0.00%
Street Name: NADINE STREET
Street ID:
NADINE Section ID:
I IA -02
Inspection Date: 10/1/2005
Length:
1,570
PCI:
88
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
26
PCI High:
88
Environmental Distresses:
100.00%
Area:
40,820
PCI Low:
88
Other Distresses:
0.00%
Street Name: NADINE STREET
Street ID:
NADINE Section ID:
11 B-02
Inspection Date: 10/1/2005
Length:
885
PCI:
87
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
87
Environmental Distresses:
100.00%
Area:
26,550
PCI Low:
87
Other Distresses:
0.00%n
Street Name: NADINE STREET
Street ID:
NADINE Section ID:
13-02
Inspection Date: 10/1/2005
Length:
1,345
PCI:
25
Load Related Distresses:
100.00%n
Samples Surveyed: 1
Width:
30
PCI High:
25
Environmental Distresses:
0.00%
Area:
40,350
PCI Low:
25
Other Distresses:
0.00%
I
Street Name: NOEL
DRIVE
Street ID:
NOELDR Section ID:
7A-3,6
Inspection Date: 10/1/2005
Length:
950
PCI:
81
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
36
PCI High:
81
Environmental Distresses:
100.00%
Area:
34,200
PCI Low:
81
Other Distresses:
0.00%n
Street Name: NOELDRIVE
Street]D:
NOELDR Section ID:
713-3,6
Inspection Date: 10/1/2005
Length:
1,415
PCI:
84
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
40
PCI High:
84
Environmental Distresses:
100.00%n
Area:
56,600
PCI Low:
84
Other Distresses:
0.00%n
Street Name: OAK AVENUE
Street ID:
OAKAV Section ID:
03-05
Inspection Date: 9/28/2005
Length:
2,600
PCI:
83
Load Related Distresses:
27.83%
Samples Surveyed: 3
Width:
40
PCI High:
88
Environmental Distresses:
72.17%
Area:
104,000
PCI Low:
80
Other Distresses:
0.00%
Street Name: OAK AVENUE
Street ID:
OAKAV Section ID:
5A-04
Inspection Date: 10/24/2005
Length:
2,670
PCI:
82
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
36
PCI High:
82
Environmental Distresses:
100.00%
Area:
96,120
PCI Low:
82
Other Distresses:
0.00%
Street Name: OAK AVENUE
Street ID:
OAKAV Section ID:
.56-05
Inspection Date: 9/29/2005
Length:
2,600
PCI:
18
Load Related Distresses:
79.92%
Samples Surveyed: 1
Width:
40
PCI High:
18
Environmental Distresses:
20.08%r
Area:
104,000
PCI Low:
18
Other Distresses:
0.00%n
Street Name: OLEMA
STREET
Street ID:
OLEMAS Section ID:
03A-05
Inspection Date: 9/28/2005
Length:
755
PCI:
56
Iniad Related Distresses:
0.00%
Samples Surveyed: 1
Width:
36
PCI High:
56
Environmental Distresses:
100.00%r
Area:
27,180
PCI Low:
56
Other Distresses:
0.00%
Selection Criteria:
Page 25
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: OLEMA STREET
Street ID:
OLEMAS Section ID:
03B-05
Inspection Date: 9/28/2005
Length:
330
PCI:
79
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
20
PCI High:
79
Environmental Distresses:
100.00%
Area:
6,600
PCI Low:
79
Other Distresses:
0.00%
Street Name: OLEMA
STREET
Street ID:
OLEMAS Section ID:
03C-05
Inspection Date: 9/28/2005
Length:
1,080
PCI:
79
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
30
PCI High:
79
Environmental Distresses:
100.00%r
Area:
32,400
PCI Low:
79
Other Distresses:
0.00%
Street Name: OLIVE STREET
Street ID:
OLIVES Section ID:
07A-03
Inspection Date: 9/4/2005
Length:
1,780
PCI:
100
Load Related Distresses:
0.00%r
Samples Surveyed: 2
Width:
36
PCI High:
100
Environmental Distresses:
0.00%r
Area:
64,080
PCI Low:
100
Other Distresses:
0.00%r
Street Name: OLIVE STREET
Street ID:
OLIVES Section ID:
0713-03
Inspection Date: 9/4/2005
Length:
745
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
40
PCI High:
100
Environmental Distresses:
0.00%r
Area:
29,800
PCI Low:
100
Other Distresses:
0.00%
Street Name: OLIVE STREET
Street ID:
OLIVES Section ID:
07C-03
Inspection Date: 9/4/2005
Length:
380
PCI:
100
Load Related Distresses:
0.00%n
Samples Surveyed: I
Width:
36
PCI High:
100
Environmental Distresses:
0.00%r
Area:
13,680
PCI Low:
100
Other Distresses:
0.00%r
I
Street Name: OLIVE STREET
Street ID:
OLIVES Section ID:
09-03
Inspection Date: 9/4/2005
Length:
2,700
PCI:
100
Load Related Distresses:
0,00%r
Samples Surveyed: I
Width:
40
PCI High:
100
Environmental Distresses:
0.00%r
Area:
108,000
PCI Low:
100
Other Distresses:
0.00%n
Street Name: OLIVE STREET
Street ID:
OLIVES Section ID:
I1-02
Inspection Date: 10/1/2005
Length:
2,640
PCI:
100
Load Related Distresses:
0,00%
Samples Surveyed: 2
Width:
40
PCI High:
100
Environmental Distresses:
0.00%
Area:
105,600
PCI Low:
100
Other Distresses:
0.00%n
Street Name: OLIVESTREET
Street ID:
OLIVES Section ID:
13-02
Inspection Date: 10/11/2005
Length:
1,990
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: 2
Width:
40
PCI High:
100
Environmental Distresses:
0.00%
Area:
79,600
PCI Low:
100
Other Distresses:
0.00%
Street Name: OLIVE STREET
Street ID:
OLIVES Section ID:
15-1,2
Inspection Date: 10/11/2005
Length:
2,280
PCI:
100
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
40
PCI High:
100
Environmental Distresses:
0.00%
Area:
91,200
PCI Low:
100
Other Distresses:
0.00%
Street Name: PAL MALL - L. AZUSA
TO
Street ID:
PAL_MA Section ID:
15A-01
Inspection Date: 10/11/2005
FREER
Length:
2,695
PCI:
61
Load Related Distresses:
71.49%
Samples Surveyed: 1
Width:
36
PCI High:
61
Environmental Distresses:
25.63%
Area:
97,020
PCI Low:
61
Other Distresses:
2.88%
Street Name: PAL MALL - FREER TO LIVE
Street ID:
PALMA Section ID:
15B-01
Inspection Date: 10/11/2005
OAK
Length:
1,040
PCI:
61
Load Related Distresses:
71.47%
Samples Surveyed: I
Width:
40
PCI High:
61
Environmental Distresses:
25.60%
Area:
41,600
PCI Low:
61
Other Distresses:
2.93%
Selection Criteria:
Page 26
MTC StreetSaver
Street Name: PAL MALL - L. AZUSA TO
Temple City
Section Condition Inventory
Street ID: PAL_MA Section ID: 15C-01
FREER
1,040
PCI:
Width:
30
PCI High:
Length:
1,345
PCI:
61
Load Related Distresses:
71.49%
Width:
36
PCI High:
61
Environmental Distresses:
25.63%
Area:
48,420
PCI Low:
61
Other Distresses:
2.88%n
Street Name: PARMERTONAVENUE
1,170
Street ID:
PARMER Section ID:
17-01
Length:
935
PCI:
100
Load Related Distresses:
0.00%n
Width:
30
PCI High:
100
Environmental Distresses:
0.00%n
Area:
28,050
PCI Low:
100
Other Distresses:
0.00%
Street Name: PENTLAND STREET
PCI:
StreetID:
PENTLA Section ID:
07-03
Length:
460
PCI:
72
Load Related Distresses:
0.00%
Width:
15
PCI High:
72
Environmental Distresses:
100.00%
Area:
6,900
PCI Low:
72
Other Distresses:
0.00%
Street Name: PENTLAND STREET
PCI:
Street ID:
PENTLA Section ID:
09-03
Length:
2,825
PCI:
73
Load Related Distresses:
0.00%
Width:
36
PCI High:
74
Environmental Distresses:
100.00%
Area:
101,700
PC[ Low:
72
Other Distresses:
0.00%
Street Name: PERSIMMONAVENUE
Length:
1,040
PCI:
Width:
30
PCI High:
Area:
31,200
PCI Low:
i
Street Name: PERSIMMONAVENUE
Length:
2,445
PCI:
Width:
36
PCI High:
Area:
88,020
PCI Low:
Street Name: PERSIMMONAVENUE
Length:
1,170
PCI:
Width:
30
PCI High:
Area:
35,100
PCI Low:
Street Name: PRIMROSEAVENUE
Length:
300
PCI:
Width:
30
PCI High:
Area:
9,000
PCI Low:
Street Name: PRIMROSEAVENUE
Length:
3.125
PCI:
Width:
36
PCI High:
Area:
112,500
PCI Low:
Street Name: PRIMROSEAVENUE
Length:
900
PCI:
Width:
30
PCI High:
Area:
27.000
PCI Low:
Street Name: RANCHO
REAL ROAD
Length:
1,305
PCI:
i Width:
40
PCI High:
Area:
52,200
PCI Low:
Street ID: PERSIM Section ]D: 17A-01
80 Load Related Distresses: 0.00%
80 Environmental Distresses: 100.00%
80 Other Distresses: 0.00%
Street ID: PERSIM Section ID: 17B-01
80 Load Related Distresses: 0.00%
80 Environmental Distresses: 100.00%
80 Other Distresses: 0.00%
Street ID: PERSIM Section ID: 17C-01
80 Load Related Distresses: 0.00%
80 Environmental Distresses: 100.00%
80 Other Distresses: 0.00%
Street ID: PRIMRO Section ID: 03-05
72 Load Related Distresses: 0.00%
72 Environmental Distresses: 100.00%
72 Other Distresses: 0.00%
Street ID: PRIMRO Section ID: 5A-4,5
55 Load Related Distresses: 46.94%
72 Environmental Distresses: 51.40%
41 Other Distresses: 1.65%r
Street ID: PRIMRO Section ID: 5B-05
70 Load Related Distresses: 0.00%r
70 Environmental Distresses: 100.00%r
70 Other Distresses: 0.00%
Street ID: RANCHO Section ID: 07.03
67 Load Related Distresses: 19.69%
68 Environmental Distresses: 60.63%
67 Other Distresses: 19.69%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/11/2005
Samples Surveyed: 1
Inspection Date: 10/7/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/4/2005
Samples Surveyed: 2
Inspection Date: 10/6/2005
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: I
Inspection Date: 10/6/2005
Samples Surveyed: I
Inspection Date: 9/30/2005
Samples Surveyed: I
Inspection Date: 9/30/2005
Samples Surveyed: 3
Inspection Date: 9/30/2005
Samples Surveyed: I
Inspection Date: 10/4/2005
Samples Surveyed: 2
Selection Criteria: Page 27 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: RANDWICKDRIVE
1,595
Length:
.545
PCI:
Width:
36
PCI High:
Area:
19,620
PCI Low:
Strect Name: RANDWICKDRIVE
1,135
Length:
560
PCI:
Width:
32
PCI High:
Area:
17,920
PCI Low:
Street Name: RENOAVENUE
390
PCI:
Length:
3,145
PCI:
Width:
30
PCI High:
Area:
94,350
PCI Low:
Street Name: RIO HONDO AVENUE
PCI:
Length:
700
PCI:
Width:
36
PCI High:
Area:
25,200
PCI Low:
Street Name: RIO HONDO AVENUE
Length:
1,595
PCI:
Width:
36
PCI High:
Area:
57,420
PCI Low:
Street Name: ROBINHOOD AVENUE
0.00%
Length:
1,135
PCI:
Width:
30
PCI High:
Area:
34,050
PCI Low:
Street Name: ROBINHOOD AVENUE
Other Distresses:
Length:
390
PCI:
Width:
26
PCI High:
Area:
10,140
PCI Low:
Street Name: ROBINHOODAVENUE
Load Related Distresses:
Length:
1,075
PCI:
Width:
30
PCI High:
Area:
32,250
PCI Low:
Street ID: RANDWI Section ID: 13A-02
75 Load Related Distresses: 0.00%
75 Environmental Distresses: 100.00%
75 Other Distresses: 0.00%
Street ID: RANDWI Section ID: 13B-02
82 Load Related Distresses: 0.00%
82 Environmental Distresses: 100.00%
82 Other Distresses: 0.00%
Street ID: RENOAV Section ID: 01-06
100 Load Related Distresses: 0.00%
100 Environmental Distresses: 0.00%r
100 Other Distresses: 0.00%
Street ID: RIOHON Section ID: 05-04
53 Load Related Distresses: 2.71%
53 Environmental Distresses: 94.58%
53 Other Distresses: 2.71%
Street ID: RIOHON Section ID: 09-03
78 Load Related Distresses: 0.00%r
79 Environmental Distresses: 100.00%
78 Other Distresses: 0.00%
Street ID: ROBINH Section ID: 13A-02
84 Load Related Distresses: 0.00%
84 Environmental Distresses: 100.00%
84 Other Distresses: 0.00%
Street ID: ROBINH Section ID: 1313-02
84 Load Related Distresses: 0.00%
84 Environmental Distresses: 100.00%
84 Other Distresses: 0.00%
Street ID: ROBINH Section ID: 13C-02
84 Load Related Distresses: 0.00%
84 Environmental Distresses: 100.00%
84 Other Distresses: 0.00%
Street Name: ROCCUS LANE
Street ID:
ROCCUS Section ID:
01-06
Length:
280
PCI:
61
Load Related Distresses:
0.00%
Width:
30
PCI High:
61
Environmental Distresses:
100.00%
Area:
8,400
PCI Low:
61
Other Distresses:
0.00%
Street Name: ROSEGLEN STREET
Street ID:
ROSEGL Section ID:
09-03
Length:
405
PCI:
100
Load Related Distresses:
0.00%
Width:
26
PCI High:
100
Environmental Distresses:
0.00%
Area:
10,530
PCI Low:
100
Other Distresses:
0.00%r
Street Name: ROSEGLEN STREET
Street ID:
ROSEGL Section ID:
15-01
Length:
695
PCI:
72
Load Related Distresses:
0.00%r
Width:
26
PCI High:
72
Environmental Distresses:
100.00%
Area:
18,070
PCI Low:
72
Other Distresses:
0.00%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 9/2/2006
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 9/27/2005
Samples Surveyed: 3
Inspection Date: 9/29/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: 2
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 9/27/2005
Samples Surveyed: I
Inspection Date: 10/13/2006
Samples Surveyed: I
Inspection Date: 10/11/2005
Samples Surveyed: 1
Selection Criteria: Page 28 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: ROSEVALE DRIVE
Street ID:
ROSEVA Section ID:
13-02
Length:
230
PCL•
93
Load Related Distresses:
0.00%
Width:
36
PCI High:
93
Environmental Distresses:
100.00%r
Area:
8,280
PCI Low:
93
Other Distresses:
0.00%r
Street Name: ROWLANDAVENUE
StreetID:
ROWLAN Section ID:
05-04
Length:
2.920
PCI:
75
Load Related Distresses:
0.00%
Width:
36
PCI High:
83
Environmental Distresses:
100.00%r
Area:
105,120
PCI Low:
72
Other Distresses:
0.00%r
Street Name: ROWLANDAVENUE
StreetID:
ROWLAN Section ID:
05-05
Length:
360
PCI:
80
Load Related Distresses:
69.03%
Width:
30
PCI High:
80
Environmental Distresses:
30.97%
Area:
10,800
PCI Low:
80
Other Distresses:
0.00%r
Street Name: RYLAND
AVENUE
StreetID:
RYLAND Section ID:
13A-02
Length:
1,300
PCI:
74
Load Related Distresses:
0.00%
Width:
36
PCI High:
74
Environmental Distresses:
84.55%
Area:
46,800
PCI Low:
74
Other Distresses:
15.45%
Street Name: RYLAND
AVENUE
StreetID:
RYLAND Section ID:
1313-02
Length:
290
PCI:
72
Load Related Distresses:
0.00%r
Width:
41
PCI High:
73
Environmental Distresses:
84.54%n
Area:
11,890
PCI Low:
73
Other Distresses:
15.46%n
'Street Name: RYLANDAVENUE
StreetID:
RYLAND Section ID:
13C-02
Length:
800
PCI:
74
Load Related Distresses:
0.00%r
Width:
30
PCI High:
74
Environmental Distresses:
84.59%
Area:
24,000
PCI Low:
74
Other Distresses:
15.41%
Street Name: SALTERAVENUE
StreetID:
SALTER Section ID:
03-05
Length:
490
PCI:
91
Load Related Distresses:
0.00%r
Width:
26
PCI High:
91
Environmental Distresses:
100.00%n
Area:
12,740
PCI Low:
91
Other Distresses:
0.00%r
Street Name: SANTA ANITA AVENUE
Street ID:
SANTAA Section ID:
1401
Length:
3,905
PCI:
100
Load Related Distresses:
0.00%
Width:
80
PCI High:
100
Environmental Distresses:
0.00%r
Area:
312,400
PCI Low:
100
Other Distresses:
0.00%
Street Name: SERENO URI VE
Street ID:
SERENO Section ID:
07-03
Length:
3,165
PCI:
81
Load Related Distresses:
0.00%
Width:
40
PCI High:
88
Environmental Distresses:
100.00%n
Area:
126.600
PCI Low:
78
Other Distresses:
0.00%r
Street Name: SPARKLE'IT STREET
StreetID:
SPARKL Section ID:
09A-03
Length:
700
PCI:
73
Load Related Distresses:
0.00%
Width:
30
PCI High:
73
Environmental Distresses:
100.00%
Area:
21,000
PCI Law:
73
Other Distresses:
0.00%
Street Name: SPARKLETTSTREET
StreetID:
SPARKL Section ID:
0913-03
Length:
290
PCI:
72
Load Related Distresses:
0.00%
i Width:
30
PCI High:
72
Environmental Distresses:
100.00%
Area:
8.700
PCI Low:
72
Other Distresses:
0.00%
Selection Criteria:
Page 29
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 9/29/2005
Samples Surveyed: 3
Inspection Date: 9/30/2(X)5
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 9/28/2005
Samples Surveyed: I
Inspection Date: 10/12/2005
Samples Surveyed: 4
Inspection Date: 10/1/2005
Samples Surveyed: 3
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/4/2005
Samples Surveyed: 1
MTC StreetSaver
Temple City
Date Printed 10/18/2006
Section Condition Inventory PMS1028
Street Name: SPARKLETTSTREET
Street ID:
SPARKL Section ID:
11-02
Inspection Date: I0/I/2005
Length:
790
PCI:
95
Load Related Distresses:
0.007
Samples Surveyed: I
Width:
30
PCI High:
95
Environmental Distresses:
100.00"/
Area:
23,700
PCI Low:
95
Other Distresses:
0.00%
Street Name: SPARKLETT
STREET
Street ID:
SPARKL Section ID:
I5-01
Inspection Date: 10/1 1/2005
Length:
695
PCI:
72
Load Related Distresses:
0.00CI•
Samples Surveyed: I
Width:
26
PCI High:
72
Environmental Distresses:
100.00%
Area:
18,070
PCI Low:
72
Other Distresses:
0.0040
Street Name: SAINT
JAMES DRIVE
Street ID:
STJAME Section ID:
05-05
Inspection Date: 9/30/2005
Length:
255
PCI:
56
Load Related Distresses:
0.00%r
Samples Surveyed: I
Width:
36
PCI High:
56
Environmental Distresses:
100.004
Area:
9,180
PCI Low:
56
Other Distresses:
0.00%
Street Name: SULTANA AVENUE
Street ID:
SULTAN Section ID:
01-06
Inspection Date: 9/28/2005
Length:
3,490
PCI:
76
Load Related Distresses:
0.989
Samples Surveyed: 3
Width:
30
PCI High:
87
Environmental Distresses:
99.02%
Area:
104,700
PCI Low:
71
Other Distresses:
0.00%
Street Name: SULTANA AVENUE
Street ID:
SULTAN Section ID:
03-05
Inspection Date: 9/28/2005
Length:
1,290
PCI:
26
Load Related Distresses:
100.00%
Samples Surveyed: I
Width:
30
PCI High:
26
Environmental Distresses:
0.00%
Area:
38.700
PCI Low:
26
Other Distresses:
0.00%
i
Street Name: SULTANA AVENUE
Street ID:
SULTAN Section ID:
7A-03
Inspection Date: 10/3/2005
Length:
1,400
PCI:
78
Load Related Distresses:
0.00%
Samples Surveyed: I
Width:
32
PCI High:
78
Environmental Distresses:
100.00%
Area:
44,800
PCI Low:
78
Other Distresses:
0.00%
Street Name: SULTANA
AVENUE
Street ID:
SULTAN Section ID:
7B-03
Inspection Date: 10/3/2005
Length:
1,070
PCI:
78
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
30
PCI High:
78
Environmental Distresses:
100.00%
Area:
32,100
PCI Low:
78
Other Distresses:
0.00%
Street Name: SULTANA AVENUE
Street ID:
SULTAN Section ID:
7C-3,6
Inspection Date: 10/3/2005
Length:
300
PCI:
79
Load Related Distresses:
0.00%
Samples Surveyed: 1
Width:
36
PCI High:
79
Environmental Distresses:
100.00%
Area:
10,800
PCI Low:
79
Other Distresses:
0.00%
Street Name: SULTANA AVENUE
Street ID:
SULTAN Section ID:
713-06
Inspection Date: 10/3/2005
Length:
300
PCI:
78
Load Related Distresses:
0.00%r
Samples Surveyed: 1
Width:
33
PCI High:
78
Environmental Distresses:
100.00%r
Area:
9,900
PCI Low:
78
Other Distresses:
0.00%r
Street Name: TEMPLE
CITY BOULEVARD
Street ID:
TEMPLE Section ID:
8A-4,5
Inspection Date: 6/1/2006
Length:
6,620
PCI:
86
Load Related Distresses:
36.21%
Samples Surveyed: 4
Width:
64
PCI High:
90
Environmental Distresses:
27.57%
Area:
423,680
PCI Low:
82
Other Distresses:
36.21%
Street Name: TEMPLE CITY 13OULEVARD
Street ID:
TEMPLE Section ID:
86-04
Inspection Date: 10/12/2005
Length:
955
PCI:
85
Load Related Distresses:
000%
Samples Surveyed: 1
Width:
60
PCI High:
86
Environmental Distresses:
100.00%
Area:
57,300
PCI Low:
86
Other Distresses:
0.00%r
Selection Criteria:
Page 30
MTC Stree(Saver
Temple City
Section Condition Inventory
Street Name: TEMPLE CITY BOULEVARD
Length: 4,620 PCI:
Width: 56 PCI High:
Area: 258,720 PCI Low:
Street Name: TEMPLE CITY BOULEVARD
Length: 940 PCI:
Width: 48 PCI High:
Area: 45,120 PCI Low:
Street Name: TEMPLE CITY BOULEVARD
Length: 58 PCI:
Width: 52 PCI High:
Area: 3,016 PCI Low:
Street Name: TEMPLE CITY BOULEVARD
Length: 275 PCI:
Width: 48 PCI High:
Area: 13,200 PCI Low:
Street Name: TREE ROSE TERRACE
Length:
200
PCI:
Width:
34
PCI High:
Area:
6,800
PCI Low:
i
Street Name: TRELAWNEYAVENUE
Length:
930
PCI:
Width:
36
PCI High:
Area:
33,480
PCI Low:
Street Name: VAL STREET
Length:
2,200
PCI:
Width:
30
PCI High:
Area:
66,000
PCI Low:
Street Name: WEDGEWOOD
STREET
Length:
735
PCI:
Width:
36
PCI High:
Area:
26,460
PCI Low:
Street Name: WEDGEWOOD
STREET
Length:
570
PCI:
Width:
36
PCI High:
Area:
20,520
PCI Low:
Street Name: WEDGEWOODSTREET
Length:
130
PCI:
Width:
30
PCI High:
Area:
3,900
PCI Low:
Street Name: WEDGEWOOD
STREET
Length:
810
PCI:
Width:
36
PCI High:
Area:
29,160
PCI Low:
Street ID: TEMPLE Section ID: 8C-02
86 Load Related Distresses: 0.00%
86 Environmental Distresses: 100.00%
86 Other Distresses: 0.00%
Street ID: TEMPLE Section ID: 8D-02
86 Load Related Distresses: 0.00%
87 Environmental Distresses: 100.00%
87 Other Distresses: 0.00%r
Street ID: TEMPLE Section ID: 8E-02
85 Load Related Distresses: 0.00%
85 Environmental Distresses: 100.00%
85 Other Distresses: 0.00%r
Street ID: TEMPLE Section ID: 8P-02
86 Load Related Distresses: 0.00%r
87 Environmental Distresses: 100.00%
87 Other Distresses: 0.00%r
Street ID: TREERO Section ID: 01-06
33 Load Related Distresses: 68.04%
33 Environmental Distresses: 31.96%
33 Other Distresses: 0.00%
Street ID: TRELAW Section ID: 03-05
28 Load Related Distresses: 100.00%r
28 Environmental Distresses: 0.00%
28 Other Distresses: 0.00%
Street ID: VALSTR Section ID: 03-05
90 Load Related Distresses: 0.00%
91 Environmental Distresses: 10000%
89 Other Distresses: 000%
Street ID: WEDGEW Section ID: 09A-04
88 Load Related Distresses: 0.00%
88 Environmental Distresses: 100.00%
88 Other Distresses: 0.00%
Street ID: WEDGEW Section ID: 09B-04
88 Load Related Distresses: 0.00%
88 Environmental Distresses: 100.00%r
88 Other Distresses: 0.00%
Street ID: WEDGEW Section ID: 09C-04
88 Load Related Distresses: 0.00%r
88 Environmental Distresses: 100.00%
88 Other Distresses: 0.00%
Street ID: WEDGEW Section ID: I1-04
80 Load Related Distresses: 0.00%1
80 Environmental Distresses: 100.00%
80 Other Distresses: 0.00%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/12/2005
Samples Surveyed: I
Inspection Date: 10/12/2005
Samples Surveyed: I
Inspection Date: 10/12/2005
Samples Surveyed: I
Inspection Date: 10/12/2005
Samples Surveyed: I
Inspection Date: 9/27/2005
Samples Surveyed: I
Inspection Date: 9/28/2005
Samples Surveyed: 1
Inspection Date: 9/28/2005
Samples Surveyed: 2
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: 1
Inspection Date: 10/1/2005
Samples Surveyed: I
Selection Criteria: Page 31 MTC StreetSaver
Temple City
Section Condition Inventory
Street Name: WELLANDAVENUE
310
Length:
2,245
PCI:
Width:
38
PCI High:
Area:
85,310
PCI Low:
Street Name: WENDON STREET
Length:
Length:
490
PCI:
Width:
26
PCI High:
Area:
12,740
PCI Low:
Street Name: WENDONAVENUE
Length:
Length:
580
PCI:
Width:
30
PCI High:
Area:
17,400
PCI Low:
Street Name: WENDONAVENUE
Length:
660
PCI:
Width:
40
PCI High:
Area:
26,400
PCI Low:
Street Name: WENDONAVENUE
Length:
310
PCI:
Width:
30
PCI High:
Area:
9,300
PCI Low:
i
Street Name: WILDFLOWER
ROAD
Length:
435
PCI:
Width:
30
PCI High:
Area:
13,050
PCI Low:
Street Name: WILLMONTEAVENUE
Length:
1,930
PCI:
Width:
30
PCI High:
Area:
57,900
PCI Low:
Street Name: WOODRUFF
AVENUE
Length:
4,515
PCI:
Width:
36
PCI High:
Area:
162,540
PCI Low:
Street Name: WOOLLEY
STREET
Length:
1,220
PCI:
Width:
36
PCI High:
Area:
43,920
PCI Low:
Street Name: WORKMAN AVENUE
Length:
4,715
PCI:
Width:
36
PCI High:
Area:
169,740
PCI Low:
Street Name: WORTH
I NGTON DRIVE
Length:
250
PCI:
Width:
26
PCI High:
Area:
6,500
PCI Low:
Street ID: WELLAN Section ID: 17-01
83 Load Related Distresses: 0.00%r
84 Environmental Distresses: 100.00%
82 Other Distresses: 0.00%
Street ID: WENDON SectionlD: 01-06
72 Load Related Distresses: 0.00%n
72 Environmental Distresses: 100.00%n
72 Other Distresses: 0.00%n
Street ID: WENDON Section ID: 05A-05
81 Load Related Distresses: 0.00%
81 Environmental Distresses: 100.00%
81 Other Distresses: 0.00%
Street ID: WENDON Section ID: 05B-05
78 Load Related Distresses: 37.54%
78 Environmental Distresses: 62.46%r
78 Other Distresses: 0.00%
Street ID: WENDON Section ID: 05C-05
78 Load Related Distresses: 37.60%
78 Environmental Distresses: 62.40%r
78 Other Distresses: 0.00%
Street ID: WILDFL Section ID: 17-01
72 Load Related Distresses: 0.00%r
72 Environmental Distresses: 100.00%r
72 Other Distresses: 0.00%n
Street ID: WILLMO Section ID: 11-2,4
74 Load Related Distresses: 0.00%
74 Environmental Distresses: 100.00%
74 Other Distresses: 0.00%
Street ID: WOODRU Section ID: 05-04
83 Load Related Distresses: 0.00%
84 Environmental Distresses: 100.00%
83 Other Distresses: 0.00%
Street ID: WOOLLE Section ID: 03-05
40 Load Related Distresses: 4730%
40 Environmental Distresses: 52.70%
40 Other Distresses: 0.00%
Street ID: WORKMA Section ID: 05-04
67 Load Related Distresses: 64.36%r
84 Environmental Distresses: 33.72%r
39 Other Distresses: 1.92%
Street ID: WORTHI Section ID: 01-06
60 Load Related Distresses: 0.00%r
60 Environmental Distresses: 100.00%r
60 Other Distresses: 0.00%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/6/2005
Samples Surveyed: 2
Inspection Date: 11/7/2005
Samples Surveyed: I
Inspection Date: 9/30/2005
Samples Surveyed: 1
Inspection Date: 9/30/2005
Samples Surveyed: 1
Inspection Date: 9/30/2005
Samples Surveyed: I
Inspection Date: 10/7/2005
Samples Surveyed: I
Inspection Date: 10/1/2005
Samples Surveyed: I
Inspection Date: 9/30/2005
Samples Surveyed: 2
Inspection Date: 9/28/2005
Samples Surveyed: 1
Inspection Date: 9/30/2005
Samples Surveyed: 5
Inspection Date: 9/27/2005
Samples Surveyed: 1
Selection Criteria: Page 32 MTC StreetSaver
Street Name: ZADELLAVENUE
Length: 545
Width: 36
Area: 19,620
Temple City
Section Condition Inventory
Street ID: ZADELL Section ID:
PCI: 73 Load Related Distresses:
PCI High: 73 Environmental Distresses:
PCI Low: 73 Other Distresses:
13.02
0.00%
100.0090
0.00%
Date Printed 10/18/2006
PMS 1028
Inspection Date: 10/1/2005
Samples Surveyed: I
Selection Criteria: Page 33 MTC StreetSaver
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