DLZ/Engr ADDITIONAL SERVICES/$146,100 Engineering Department 2011
Appropriation #211 -40, $59,051.95 202 -401. $87,048.05; P.O. #27476
Contract Not To Exceed $146.100.00
ADDITIONAL SERVICES AMENDMENT TO
AGREEMENT FOR PURCHASE OF GOODS AND SERVICES
THIS AMENDMENT TO THE GOODS AND SERVICES AGREEMENT "Agreement entered into by and
between the City of Carmel and DLZ (the "Vendor"), as City Contract 050510.15 shall amend the terms of the
Agreement by adding the additional services to be provided by Vendor consistent with the Scope of Work attached
hereto and incorporated herein as Exhibit "A The terms and conditions of the Agreement shall not otherwise be
affected by his Additional Services Amendment and shall remain in full force and effect.
IN WITNESS WHEREOF, the parties hereto have made and executed this Amendment as follows:
CITY OF CARMEL, INDIANA DLZ
by and through its Board of Public
Works and Safety
1
By: By:
mes Brainard, Presiding Officer Authorize ature I
ate: k 0, `MOO/'
'/a,, Printed Name
Mary A Burke, Me tier
Date: 6 f/ or WifPfiff)d-
APPEr
Title
Lori S.gr Member FID/TIN: 31 1 4 4 .14-13
Date: a-Yr 0 1
SSN if Sole Proprietor:
ATTEST:
Date: 01 /12- l Lo I/
D a Cordray, IA C I rk- Treasurer
e: „.7 //l
LZ,N",,,,,, .d S,n,“ Gwd-i:Scs,u {':1mi,A;Ll.iim>1 Sumx. .ao.n.l G....:• A Smwi... 14 ."l1 1." 1
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December 16, 2010 -ARMEL
JAMES BRAINARD, MAYOR
Mr. Haseeb Ghumman, PE, PTOE
DLZ
360 Century Building
36 South Pennsylvania St.
Indianapolis, IN 46204
RE: Additional Service Amendment #3, P.O. #27476
Dear Haseeb:
As we discussed, the City of Cannel has a need for additional professional services and pursuant to our current
contract with DLZ, Contract #050510.15 dated May 5, 2010, I have requested and received from you the proposed
scope of services and fee estimates for the following work task:
Additional Service Amendment #3— Traffic Study Update
Completion of Task A; Machine Counts 29 Roadway Segments
Completion of Tasks B, and C with reimbursable expenses
See "Attachment A" Not to Exceed: $146,100.00
Per our contract procedural requirements, I hereby approve these Additional Professional Services estimates, and
request that the Board of Public Works ratify the above referenced Contract Amendment.
PLEASE NOTE
Please be advised that "Additional Services" performed on City contracts must be billed separately from the original
contract and other additional services. More importantly, the invoice must reference the appropriate Additional
Service and P.O. shown above. Invoices received without the Additional Service referenced will be returned
for proper identification. Thank you for your continued assistance in providing the City of Carmel with your
professional, quality services. If you should have any questions, please give me a call.
Sincerely,
iv 2/7 1 X
ichael T. McBn e, P.E.
City Engineer
ri
0 b/
/Reviewed and approved by:
DEPARTMENT OF ENGINEERING S. C. ngelking
ONE Civic SQUARE, CAR,NIEL, IN 46032 OFFICE 317.571.2441 FAx 317.57 ?ij styr of Administration
EMAII, engineering +carmel.in.gov
EXHIBIT A
SCOPE AND FEE PROPOSAL
TRAFFIC DATA UPDATES
AND
ROUNDABOUT BEFORE AFTER SAFETY EVALUATIONS
October 2009
Cole Associates Incorporated, doing business as DLZ Indiana, LLC (DLZ), appreciates the opportunity
to provide with this Proposal. We are certain the City of Carmel (City) will be pleased with our services
and with our traffic engineering expertise. This proposal entails a bi- annual update of traffic data for the
City's roadways and intersections starting with the year 2010. In addition, the proposal also entails
conducting before and after safety evaluations for the roundabout intersections within the City limits.
PROJECT DESCRIPTION
The City of Carmel is one of Indiana's fastest growing areas. In light of this growth and in order
to keep the City's infrastructure updated to meet this growing demand, the City has undertaken
several initiatives to improve the traffic conditions along its roadway network. One such
initiative was to study the City's growing traffic conditions. DLZ conducted a study in the year
2008 titled "Tragic Congestion and Safety Study" (Previous Study) that included capacity and
safety evaluations for over 100 signalized, stop controlled and roundabout intersections
throughout the City. The purpose of this proposal is to continue to update the traffic data
presented in the Previous Study on a bi- annual basis and also to perform before and after safety
comparison for the roundabout intersections that have been in operation for at least 3 years. This
time frame is chosen so an adequate sample size of the crash history could be obtained for the
roundabout intersections.
II. PROJECT NEED AND PURPOSE
The City currently does not have any procedure in place to update or keep an inventory of the
traffic data for the City's roadways or intersections. Due to the rapid growth and major
transportation projects (such as Keystone Avenue and potential US 31 Reconstruction), it is
prudent for the City to keep an update inventory of traffic data to stay abreast of the
transportation infrastructure needs. Furthermore, the updated traffic data would also be vital for
prioritizing the City's roadway projects and to determine the traffic growth in the area. This is
also critical for the Federal funding requests that are desired for the transportation project. As a
part of the Previous Study, a GIS database was prepared for the traffic data which is now linked
to the City's master GIS system. The intent of this GIS database was to have a system in place to
keep a record of the traffic data along the City's roadways and intersections. The bi- annual
updates to the traffic data will also be assembled in the GIS formats for an easy link to the City's
master GIS, in order to keep a comprehensive and updated data inventory.
The second component of the Project is to perform before and after safety studies for the
A-
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 2 of 13
roundabout intersections. The purpose of these studies is to demonstrate the safety benefit of the
roundabouts in the City and to develop safety statistics. The result of these studies will be
beneficial for Federal funding requests (CMAQ, TIP, etc), demonstrating the project benefits.
Instead of relying on the national averages, the City would have its own statistics of the safety
records. This is vital for roundabout safety performance data due to different demographics and
driver behavior in different parts of the country. Furthermore, the results of this study will boost
the City's image of providing environment friendly, context sensitive and safer transportation
infrastructure.
III. SCOPE OF SERVICES
A. Traffic Data Updates
DLZ will perform traffic data collection for the intersections and roadway segments, as stated
below. The schedule of these data collection activities will be dependent upon the on -going
construction projects at the time. DLZ will coordinate with the City prior to conducting the data
collection. The traffic data will be updated bi- annually, starting with the year 2010 and until
the City directs DLZ to cease the activities.
The traffic data along Meridian Street (US 31) corridor is not included in this scope since US 31
is under INDOT's jurisdiction.
Intersections:
Morning (AM) and evening (PM) peak hour intersection turning movement counts will be
collected at the intersections listed below for this scope of services. This data will be collected
from 7 AM to 9 AM and from 4 PM to 6 PM. In addition, afternoon peak counts will also be
conducted from 11 am to 1 pm for the signalized intersections along Range Line Road between
116 Street and Main Street, the main north /south downtown strip.
The data collection will be carried out for the intersections included in the Previous Study along
with additional intersection to cover all primary intersections in the City. The intersections in
bold represent the signalized intersections that will also be counted for the afternoon peak period
along Range Line Road, as stated above:
1. 96 College
2. 96 /Real St Westfield
3. 96 Westfield
4. 96 Haverstick
5. 96 Keystone
6. 99 Keystone
7. 99 Westfield
8. 99 Haverstick
9. 103 Illinois
fr
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Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
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10. 106 Spring Mill
11. 106 Illinois
12. 106 Keystone
13. 106 Westfield
14. 106 College
15. 111 Pennsylvania
16. 111 Illinois
17. 111` Spring Mill
18. 111 College
19. 111 Westfield
20. 116 Range Line/Westfield
21. 116 AAA Way
22. 116 Keystone
23. 1 16 Spring Mill
24. 116 Illinois
25. 116` Pennsylvania
26. 122 Pennsylvania
27. 122 Congressional Blvd.
28. 122 Carmel Drive
29. 122 Guilford
30. 126 /City Center Drive Range Line
31. 126 Keystone
32. 131 Spring Mill
33. 131 W. 126 Corners Boulevard
34. 131 Pennsylvania
35. 131 Guilford
36. 131 Keystone
37. 136 Keystone
38. 136 Spring Mill
39. 141 Spring Mill
40. 146 Spring Mill
41. 146 Oak Ridge
42. 146 Rohrer Rd
43. 146 Clay Terrace Blvd
44. Guilford Carmel Drive
45. Range Line Carmel Drive
46. Range Line Shoshone Drive
47. Range Line Main Street
48. Range Line Gradle Drive Street
49. Range Line Executive Drive
50. Range Line Medical Drive
51. AAA Way Carmel Drive
52. Pennsylvania Carmel Drive
53. College Pennsylvania Parkway
C(
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 4 of 13
54. College Pennsylvania Street
55. Carmel Drive Keystone
56. Carmel Drive 3 Avenue
57. City Center Drive 3 Avenue
58. Illinois Spring Mill
59. West Dolan Way
60. Congressional Blvd. Pennsylvania
61. Congressional Blvd. College
62. Illinois and W. 126 /Hamilton Crossing
63. 96 Mayflower Park
64. 96 Michigan
65. 96 Ditch
66. 96 Gray
67. 96 Hazel Dell
68. 106 Towne
69. 106 Hazel Dell
70. 106 Commerce Drive
71. 106 Shelborne
72. 106 US 421
73. 106 Gray
74. 106 Ditch
75. 106 Haverstick
76. 116 West
77. 116 Towne
78. 116 Hoover Road
79. 116 Ditch
80. 116 Haverstick
81. 116 Gray
82. 116 Hazel Dell
83. 116 River Road
84. 121 West
85. 126 Hazel Dell
86. 126 Gray
87. 126th Carmel Drive
88. 131 West
89. 131 Gray
90. 131 Hazel Dell
91. 131 River Road
92. 136 Gray
93. 136 Ditch
94. 136 Carey
95. 141 West
96. 141 Ditch
97. 146 Shelborne
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Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
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98. 146 Autumn Wood Drive
99. 146 Towne
100. 146 Ditch
101.146 Lowes Way
102. 146 Carey
103. 146 Gray
104. 146 Hazel Dell
105. 146 Cherry Tree Road
106. 146 River Road
107. Cherry Creek Blvd. Hazel Dell Pkwy
108. 116 College
109. 116 S Guilford
In addition, below is the list of intersections that are were not included in the Previous Study,
however, the traffic data will be collected at these locations for the purposes of keeping an
updated traffic data inventory for the City:
1. 96 Augusta Drive
2. 96 Shelborne
3. 96 Towne
4. 96 Spring Mill
5. 96 Priority Way
6. 96 Aronson
7. 99 Mayflower
8. 103 Pennsylvania
9. 106 Pennsylvania
10. 106 Ditch Road
11. 116 Shelborne
12. 116 Clay Center Road
13. 121 &Shelborne
14. 122 3 Avenue
15. 126 Shelborne
16. 126 Towne
17. 126 River Road
18. 131 Shelborne
19. 131 Towne
20. 131 Ditch
21. 131 Clay Center Road
22. 136 Towne
23. 136 Oak Ridge Road
24. 136 Range Line Road
25. 141 Towne
26. Shelborne Dolan Way
27. Oak Ridge Adios Pass
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Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
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28. Oak Ridge Bennett
29. Towne Glebe
30. Spring Mill Dorset Boulevard
31. Rane Line Nappanee
32. 126` West Road
33. Shelborne 141 Street
34. Towne Finchley Road
35. 131 Broad Street
36. Clay Center Drive 116`" Street
37. 111 th College
38. Old Meridian Street Pennsylvania Street
39. Old Meridian Street 126 Street
40. Old Meridian Street Main Street
41. Old Meridian Street Guilford
42. Old Meridian Street Grande
43. Pennsylvania Street City Center Drive
44. Main Street 4th Avenue SW
45. Two (2) existing roundabout intersections along Clay Terrace Boulevard between 146 Street
and Meridian Street (US 31) Saturday afternoon and PM counts will be conducted as well
for these locations.
46. Cherry Creek Boulevard Cherry Tree Road
47. Cherry Creek Boulevard Community Drive
48. Hazel Dell Parkway Cherry Creek Boulevard
49. River Road 126` Street
50. River Road 122 /Medalist Parkway
Roadway Segments:
Continuous 48 -hour machine counts shall be conducted for various roadway segments. These
counts will be conducted to determine the Average Annual Daily Traffic (AADT) volumes.
These 48 -hour counts will be conducted during weekdays (Tuesday thru Thursday).
These counts shall be conducted along the following roadway segments that were included in the
Previous Study:
1. 96 Street between Spring Mill and Meridian
2. 96 Street between Meridian and College
3. 96` Street between College and Westfield
4. 96 Street between Westfield and Keystone
5. 106 Street between Spring Mill and Illinois
6. 106 Street between Pennsylvania and College
7. 106 Street between College and Westfield
8. 106` Street between Westfield and Keystone
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
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9. 111 Street between Pennsylvania and College
10. 111 Street between College and Westfield
11. 116 Street between Spring Mill and Illinois
12. 116 Street between Pennsylvania and College
13. 116 Street between College and Westfield
14. 116 Street between Westfield and Keystone
15. 122 between Pennsylvania and Carmel Drive
16. City Center Drive between Guilford and Range Line
17. 126 Street between Range Line and Keystone
18. 130 Street between Spring Mill and Carmel Drive
19. 130 Street between Pennsylvania and Guilford
20. 131 Street between Guilford and Range Line
21. 131 Street between Range Line and Keystone
22. 136 Street between Spring Mill and Oak Ridge
23. 136 Street between Meridian and Range Line
24. 136 Street between Range Line and Keystone
25. 146 Street between Spring Mill and Oak Ridge
26. 146 Street between Oak Ridge and Clay Terrace Boulevard
27. Carmel Drive between Keystone and Range Line
28. Carmel Drive between Range Line and City Center
29. Carmel Drive between City Center and Meridian
The raw data collected for the above roadway segments will be converted to AADT data upon
application of the appropriate axle and seasonal adjustment factors. These factors will be
obtained from the INDOT's 2007 Adjustment Factors (or more recent as available from INDOT)
for the appropriate roadway classifications and applied according to the field collected data for
computing AADTs.
Due to the magnitude of the traffic data, all of the aforementioned data will be transmitted to the
City electronically on a CD in *.pdf format. Only raw data will be transmitted, except when
roadway segment AADT computation is required, which will be provided by DLZ.
B. GIS External Database For Traffic Data
The City currently has an operational GIS that is used by various City departments. The traffic
data presented in the Previous Study was also linked to the City's master GIS. The intent of this
task is to assist the City in keeping an updated inventory of various traffic related information
gathered as a result of this scope of services. As the data collection activities are completed,
DLZ will prepare external databases of the turning movement counts and 24 -hour traffic counts
collected in the preceding tasks stated in this scope of services. Both the turning movement and
AADT data will be stored in *.pdf and Excel formats, respectively. DLZ will follow the same
delivery format and submittal criteria as presented at the time of the Previous Study in
consultation with the City's GIS staff. The GIS database files will be transmitted bi- annually to
the City, along with the updated traffic data.
Gam,
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 8 of 13
C. Roundabout Before /After Safety Evaluations
The purpose of conducting these before and after safety evaluations is identify the safety benefits
of converting signalized or stop controlled intersection into roundabout intersections in the City.
The study will demonstrate the safety benefits of roundabout conversions, results of which could
then be utilized to bolster the City's decision of new roundabout construction, both for federal
funding purposes and for public presentation. The primary advantage of conducting these
studies is the use of actual City data as opposed to relying on national averages for these types of
safety evaluations/benefits.
The existing roundabouts that will be evaluated for this task include the roundabouts studied in
the Previous Study for roundabout crash rate determination along with some additional
roundabout locations that have been in operation for at least last 3 years (constructed through the
year 2006). The roundabouts along Hazel Dell Parkway at 126 Street and 131 Street are
excluded from this scope, since these two locations have known deficiencies that are currently in
the process of being fixed by the City. Furthermore, the two (2) along Clay Terrace Boulevard
will be evaluated under this task since there is no "before" data for these two roundabout. These
two roundabouts were built on an entirely new Clay Terrace Boulevard. Lastly, 103 Illinois
Street intersection is excluded since this does not constitute a modem roundabout but instead is a
traffic circle.
DLZ will obtain the "before" condition traffic data for the intersections studied under this task
from the City, as available. This is to compare /verify the traffic data changes (if any) between
the before and after condition for the purposes of conducting the analysis. Most recent 3 years of
crash data will be obtained for the study purposes. The data will be obtained from the ARIES
crash record database and each intersection will be evaluated for crashes occurred within 500
feet of each approach. Due to the potential magnitude of the crash data, Hamilton county GIS
will be utilized, as needed, to sort the crash data for this purpose.
The before and after safety analysis is broken down in two groups, constituting existing and
future roundabout intersections:
Group I: This will be done for the signalized or stop controlled intersections that have been
converted to roundabouts (constructed through the year 2006). Actual crash data for the before
and after period (3 years) will be evaluated in this phase to quantify the actual safety benefits
achieved.
The following intersections (from the Previous Study) will be evaluated for before /after safety
performance. The year in parenthesis indicates the year of construction for each roundabout, as
obtained previously from the City:
1. 106 Spring Mill (2006)
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 9 of 13
2. 96 Westfield (2005)
3. 11 6 th Spring Mill (2005)
4. 116 Illinois (2005)
5. 116 Ditch (2004)
6. 106 Gray (2000)
7. 131" Spring Mill (2006)
8. 131" W.126th St /Meridian Corners (2005)
9. 96 Ditch (2003)
10. 131" River Road (1997)
11. 136th Spring Mill (2005)
12. 136 Ditch (2005)
13. 141' Ditch (2005)
14. 141" Spring Mill (2005)
15. Illinois W. 126th /Hamilton Crossing St (2006)
16. Oak Ridge Road Adios Pass (2004)
17. Oak Ridge Road Bennett Road (2004)
18. Towne Rd. Glebe (2006)
19. Clay Terrace Boulevard North Roundabout
20. Clay Terrace Boulevard South Roundabout
21. 126 Street Hazel Dell Parkway
22. 131" Street Hazel Dell Parkway
Group II: This will be done for the signalized or stop controlled intersections that have not been
converted to roundabouts or the locations that have been converted to roundabout intersections
after the year 2006. Under this phase, the crash analyses for the "before" period would be based
on the actual crash history while the "after" period would be based on the estimated safety
benefits of converting those locations to a roundabout intersection. This analysis of the estimated
benefits will be conducted utilizing the Empirical Bayes procedures stated in the NCHRP Report
572, "Roundabouts in United States Actual crash data for the "before" period (3 years) will be
evaluated in this phase.
The following intersections will be evaluated for before /after safety performance. The year in
parenthesis indicates the year of construction (or anticipated construction) for each roundabout,
as obtained previously from the City. These intersections include the currently slated as well as
those listed on the City's Thoroughfare Plan (dated October 21, 2006) for roundabout
conversion:
1. 4 Avenue SW Main Street (2007)
2. 96 Spring Mill Road (2007)
3. 116 Shelborne Road (2007)
4. 126 Towne Road (2007)
5. Old Meridian 131' Street (2007)
6. 136 Oak Ridge Road (2007)
7. Pennsylvania Street 103 (2007)
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 10 of 13
8. Old Meridian Pennsylvania Street (2007)
9. Old Meridian Guilford Road (2007)
10. Old Meridian Grande Road (2007)
11. Pennsylvania Street 106 (2007)
12. 116 Clay Center Road (2008)
13. 136 Range Line Rd. (2008)
14. 131" Towne Road (2008)
15. 131' Ditch Road (2008)
16. 131 Clay Center Road (2008)
17. 121 Shelborne Rd. (2009)
18. 126 Shelborne Rd. (2009)
19. 131 Shelborne Rd. (2009)
20. College 111 Street (2009)
21. 136 Towne Road (2008)
22. 141 Towne Road (2008)
23. Illinois Street 111 (2009)
24. 106 Ditch Road (2009)
25. Cherry Creek Boulevard Community Drive (2009)
26. Hazel Dell Parkway Cherry Creek Boulevard (2009)
27. Hazel Dell Parkway 106 Street (2010)
28. Pennsylvania Street 131" Street (2010)
29. Gray Road 136 Street (2010)
30. Illinois Street 106 Street (2010)
31. 96 Towne Road (2010)
32. 96 Shelborne Rd. (2010)
33. 106 Shelborne Rd. (2010)
34. Pennsylvania Street City Center Drive (2010)
35. 96 Haverstick Road (2011)
36. 96 Priority Way (2011)
37. 96 Aronson (2011)
38. River Road 126 (future roundabout per Thoroughfare Plan)
39. River Road 122 Street (future roundabout per Thoroughfare Plan)
40. Towne Road Finchley Road (future roundabout per Thoroughfare Plan)
41. 141 Street Shelborne (future roundabout per Thoroughfare Plan)
42. Spring Mill Road Dorset (future roundabout per Thoroughfare Plan)
43. Spring Mill Road Illinois (future roundabout per Thoroughfare Plan)
44. 106 Westfield (future roundabout per Thoroughfare Plan)
45. 111 Westfield (future roundabout per Thoroughfare Plan)
46. 136 Carey Road (future roundabout per Thoroughfare Plan)
47. Gray Road 116 Street (future roundabout per Thoroughfare Plan)
48. Gray Road 126 Street (future roundabout per Thoroughfare Plan)
49. Gray Road 131" Street (future roundabout per Thoroughfare Plan)
50. 96 Haverstick (future roundabout per Thoroughfare Plan)
51. Pennsylvania 111 Street (future roundabout per Thoroughfare Plan)
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October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 11 of 13
52. Pennsylvania 116` Street (future roundabout per Thoroughfare Plan)
53. Pennsylvania College (future roundabout per Thoroughfare Plan)
54. Pennsylvania 122 Street (future roundabout per Thoroughfare Plan)
Upon completion of the review and analyses of crash records, DLZ will prepare one brief report
(in the form of a letter) summarizing the before and after crash data comparison and findings for
each intersection.
D. Meetings
DLZ will attend up to three (3) meetings with the City in Carmel, Indiana for every approved bi-
annual period at the City's discretion and at no cost to the City. Any meeting in addition to these
three will be billed at a rate of $1000.00 per meeting. Public meetings or meetings with any other
agency or entity except for the City of Carmel are not included in this scope of services.
V. ADDITIONAL SERVICES
The following additional services, not included in the above scope of services, can be provided
as desired or necessary. No additional services will be performed without prior approval,
agreement on fees and a Notice to Proceed (NTP) by the City.
Attendance at and /or preparation for public meetings.
Analysis of land use or development scenarios and trip generations.
Analysis of parking issues, if any.
Surveying services.
Roadway and /or Traffic Signal design.
Capacity analyses
Scope of work and fees for additional services will be submitted to the City and agreed upon
before commencing any such additional work.
VI. SCHEDULE OF SERVICES
DLZ proposes to initiate the Scope of Services outlined above upon receiving a written NTP.
The traffic counts pursuant to the aforementioned services will be conducted during the school
days and will be coordinated with the City so that the same are not conducted during
construction activities. DLZ anticipates collecting these traffic counts in the Spring and Fall of
the year 2010 and submitting the data to the City within 12 months of the NTP.
The before and after studies (as stated in the Task C above) will be submitted to the City within
12 months of the NTP.
74-)
ij
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 12 of 13
VII. FEE FOR SERVICES
In consideration for the above, DLZ Indiana, LLC will be compensated a Lump Sum fee of
$279,990.00 plus a budget of $16,610.00 for reimbursable expenses such as mileage,
reproduction, counting equipment, ARIES crash database access, etc. for a total fee of
$296,600.00. The fees for the traffic data and GIS are for the bi- annual update to be conducted
in the year 2010. A breakdown of the fees is shown in the tables below:
TASKS FEE
Task A: Traffic Data Update
153 Intersections (AM PM) 6 Intersections (Noon) $150,500.00 DONE
48 -hour Machine Counts 29 Roadway Segments $21,500.00
ask B: GIS Database $10,115.00
ask C: Before After Safety Evaluations
Group I (for actual benefits achieved) 22 intersections $39,290.00
Group II (for estimated benefits achieved) 54 Intersections $58,585.00
Reimbursable Expenses $16,610.00
TOTAL FEE $146,100.00 .5296.
If the City desires additional traffic counts or before /after safety studies for the intersections not
stated in the aforementioned scope of services, DLZ will be compensated on a Lump Sum Basis
for each additional intersection as follows:
LUMP SUM FEES PER LOCATION (Includes Expenses)
Signal or Stop Controlled Intersection Peak Hour (AM PM) Traffic Counts $1,000.00
Roundabout Intersection Peak Hour (AM PM) Traffic Counts $1,900.00
48 -hr Roadway Segment Counts for AADT Data $1,000.00
Intersection Before After Safety Study $3,000.00
In addition, the City may request DLZ to perform intersection capacity analyses (not included in
the afore mentioned Scope of Services) for select locations, as deemed necessary by the City.
DLZ will be compensated on a Lump Sum Basis for each intersection as follows:
Intersection Capacity Analyses: AM PM Peak Hour $1,100.00 (Lump Sum) per
intersection per analysis year. This task excludes traffic data collection or growth rate
determination.
13 f((
October 2009
Traffic Data Updates And Roundabout Before After Safety Studies
City of Carmel, Indiana
Page 13 of 13
The aforementioned fees are applicable through the end of year 2010. After 2010, DLZ may
require an adjustment of the fees to account for inflation factors, subject to the City's approval.
DLZ will request a NTP from the City at such time (referring to this Scope of Services) for the
subsequent bi- annual updates for the services stated in this Scope.
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