"'- COUNTY ROAD 209 CR 759 TO US 17 @ CR 209 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

Transcription

1 JBATTLE 4/18/216 6:32:4 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submittals\Clay\CR 29\dgn\plan YEAR "'- SIDE SWIPE COLLISION COLLISION W /DEER RIGHT ANGLE COLLISION '\../- COLLISION W/DITCH - OVERTURNED VEHICLE COLLISION W/PEDESTRIAN ~- HEAD-ON COLLISION COLLISION W/TREE LEFT TURN COLLISION Jr'-" RAN OFF ROAD REAR END COLLISION... BACKED @ IN ll!ry SEVERITY I - NO INJURY K A B 2 - POSSIBLE INJURY INCAPACITATING 5 - FATALITY c DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 29 CLAY COUNTY ROAD 29 CR 759 TO US 17 23

2 JBATTLE 4/18/216 6:32:46 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\p/an ~ SIDE SWIPE COLLISION ~- RIGHT OVERTURNED COLLISION W/DEER ANGLE COLLISION '\,J- COLLISION W/DITCH VEHICLE HEAD-ON COLLISION LEFT TURN COLLISION REAR END COLLISION - COLLISION W/PEDESTRIAN ~- COLLISION W/TREE ~ - RAN OFF ROAD BACKED @ lol l!lbr 2EllElllTY 1 - NO INJURY K A B 2 - POSSIBLE INJURY INCAPACITATING S - FATALITY c Feet I CR 29 1 REVISIONS DESCRIPTION DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 29 CLAY COUNTY ROAD 29 CR 759 TO US 17 24

3 JBATTLE 4/18/216 6:32:53 PM R:\PROJECT\2 Safety\TW_19_HSIP _Liason\App/ication Submittals\Clay\CR 29\dgn\plan LEGEND: "'- SIDE SWIPE COLLISION COLLISION W/DEER RIGHT ANGLE COLLISION COLLISION W/DITCH '-"- - OVERTURNED VEHICLE COLLISION W/PEDESTRIAN - HEAD-ON COLLISION COLLISION W/TREE _f LEFT TURN COLLISION lff'./"" - RAN OFF ROAD ~ REAR END COLLISION BACKED INTO @- IN ll!ry SEVERITY 1 - NO INJURY K A B 2 - POSSIBLE INJURY INCAPACIT AT/NG 5 - FATALITY c DATE REVISIONS DATE METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD ND. COUNTY FINANCIAL PROJECT ld CR 29 CLAY COUNTY ROAD 29 CR 759 TO US 17 25

4 JBATTLE 4/18/216 6:32:59 PM R:\PROJECT\D2 Safety\TW_19_HS!P _Liason\App/ication Submittals\Clay\CR 29\dgn\plan YEAR SIDE SWIPE COLLISION RIGHT ANGLE COLLISION OVERTURNED VEHICLE HEAD-ON COLLISION LEFT TURN COLLISION REAR END COLLISION "'- COLLISION W/DEER '\./- COLLISION W/DITCH - COLLISION W/PEDESTRIAN - COLLISION W/TREE RAN OFF ROAD """'... BACKED @ IN ll/ry SEVER TTY 1 - NO INJURY K A B 2 - POSSIBLE INJURY INCAPACIT AT/NG 5 - FATALITY c DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 29 CLAY COUNTY ROAD 29 CR 759 TO US 17 26

5 Appendix C Concept, Quantities, and Cost Estimate

6 metricits 5/5/216 9:4:44 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 315C\dgn\Cot DATE DESCRIPTION DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 315 CLAY COUNTY ROAD 515C CONCEPTUAL DffAGRAM 1

7 metricits 5/5/216 9:8:37 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 315C\dgn\Cot METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD ND. COUNTY FINANCIAL PROJECT ID CR 315 CLAY COUNTY ROAD 515C CONCEPTUAL DffAGRAM SHEET NO. 2

8 metricits 5/5/216 9:9:18 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 315C\dgn\Cot DATE DESCRIPTION DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 315 CLAY COUNTY ROAD 515C CONCEPTUAL DffAGRAM SHEET NO. 3

9 metricits 5/5/216 8:49:37 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 315C\dgn\Cot REVISIONS DATE DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ld CR 315 CLAY COUNTY ROAD 515C CONCEPTUAL DffAGRAM SHEET NO. 4

10 metricits 5/5/216 8:56:9 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 315C\dgn\Cot DATE DESCRIPTION DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 315 CLAY COUNTY ROAD 515C CONCEPTUAL DffAGRAM SHEET NO. 5

11 JBATTLE 4/18/216 6:44:29 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 315C\dgn\CR SEE CONCEPTUAL DIAGRAM PAGE 1 Ci. CR 315C Za Feet MP MPH ZONE MP 1.3 Ci. CR 315C MP MPH ZONE 5 MPH ZON SEE CONCEPTUAL DIAGRAM PAGES 2 THRU 4 Ci. CR 315C SEE CONCEPTUAL DIAGRAM PAGE 5 MP MPH ZONE END PROJECT MP DATE DESCRIPTION REVISIONS DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL (94) FAX. (94) CERT/FICA TE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ld SW lloth CLAY COUNTY ROAD 515C PROJECT LAYOUT SHEET NO. 1

12 LRE - R3: Project Details by Sequence Report Page 1 of 2 5/4/216 Date: 5/4/216 8:8:2 PM FDOT Long Range Estimating System - Production R3: Project Details by Sequence Report Project: CR315C Letting Date: 1/299 Description: CR 315C from Putnam County Line to CR Safety Signage District: 2 County: 71 CLAY Market Area: 5 Units: English Contract Class: Lump Sum Project: N Design/Build: N Project Length: 1. MI Project Manager: Version 2 Project Grand Total $5, Description: CR 315C from Putnam County Line to CR Safety Signage Only Sequence: 1 MIS - Miscellaneous Construction Net Length: 2.2 MI 11,616 LF Description: Safety Signage Only Pay Items SIGNING COMPONENT Pay item Description Quantity Unit SINGLE POST SIGN, F&I GM, <12 SF Unit Price Extended Amount 17. AS $ $4, Signing Component Total $4, Sequence 1 Total $4,231.98

13 LRE - R3: Project Details by Sequence Report Page 2 of 2 5/4/216 Date: 5/4/216 8:8:2 PM FDOT Long Range Estimating System - Production R3: Project Details by Sequence Report Project: CR315C Letting Date: 1/299 Description: CR 315C from Putnam County Line to CR Safety Signage District: 2 County: 71 CLAY Market Area: 5 Units: English Contract Class: Lump Sum Project: N Design/Build: N Project Length: 1. MI Project Manager: Version 2 Project Grand Total $5, Description: CR 315C from Putnam County Line to CR Safety Signage Only Project Sequences Subtotal $4, Maintenance of Traffic 1. % $ Mobilization 1. % $ Project Sequences Total $5,12.7 Project Unknowns. % $. Design/Build. % $. Non-Bid Components: Pay item Description Quantity Unit INITIAL CONTINGENCY AMOUNT (DO NOT BID) Unit Price Extended Amount LS $256.3 $256.3 Project Non-Bid Subtotal $256.3 Version 2 Project Grand Total $5,376.73

14 JBATTLE 5/5/216 1:6:16 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\Conc DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 29 CLAY COUNTY ROAD 29 CONCEPTUAL DffAGRAM SHEET NO. 1

15 JBATTLE 5/5/216 11:38:42 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\Conc DATE DESCRIPTION DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 29 CLAY COUNTY ROAD 29 CONCEPTUAL DffAGRAM SHEET NO. 2

16 JBATTLE 5/5/216 1:8:9 AM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\Conc DATE DESCRIPTION DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERTIFICATE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID CR 29 CLAY COUNTY ROAD 29 CONCEPTUAL DffAGRAM SHEET NO. 3

17 JBATTLE 5/5/216 12:7:39 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\CR; BEGIN PROJECT MP. (i_ CR 29 a~ IJ.J~ S: "'1 :... Lt) : G:l <o QLO o:~!"\j,_. Qc:) ao : ' <:...; : : Cl.. Vl Cl.. Vl Cl.. : Cl.. ~::;: ::5::;: :::;: <:(::;: IJ.J <:( I- <:( I- <:( Zs a S: S: <: <: IJ.J IJ.J MP a... a ::r: ::r: Feet a :,_ IJ.J... c:) <: IJ.J Cl.. ::r: ::;: 45MPH ZONE <:... <: f:: <( Lt) ~!"\j Vl c:) ~Cl.. u::;: <:...,_ I-... ~~ :::irri o. <:o <:(Cl.. ~::;: INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS 55 MPH ZONE MP 1.3 a... : ' <o Vl...; : Cl.. ~::;:... : <:( ::;: aoi C::!"\J arri : Lt) :::J!"\j :" "'1 : "l <o (i_ CR 29 ~r-.j IJ.J!"\j S: r-.j OCl.. ::JC!.. 3Cl.. LL..:;: ~::;: c3::;: <: a ::r:... IJ.J <:... Cl.. MP MPH ZONE INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS SEE CONCEPTUAL DIAGRAM PAGE 1 AND TYPICAL SECTION INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS DATE DESCRIPTION REVISIONS DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL (94) FAX (94) CERT/FICA TE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ld CR 29 CLAY CR 29 PROJECT LAYOUT SHEET NO. 1

18 JBATTLE 5/5/216 12:7:47 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\CR; Zs Feet Ii. CR 29 MP 2.6 MP MPH ZONE 45 MPH ZONE INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS SEE CONCEPTUAL DIAGRAM PAGE 2 Ii. CR 29 MP 3.8 MP MPH ZONE INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS REVISIONS DATE DESCRIPTION DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL (94) FAX. (94) CERT/FICA TE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ld CR 29 CLAY CR 29 PROJECT LAYOUT SHEET NO. 2

19 JBATTLE 5/5/216 12:7:58 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\CR; Za Feet Ii. CR 29 SEE CONCEPTUAL DIAGRAM PAGE 3 AND TYPICAL SECTION MP 5.4 MP MPH ZONE 35 MPH ZONE INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS SEE CONCEPTUAL DIAGRAM PAGE I AND TYPICAL SECTION INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS INSTALL PROFILED THERMOPLASTIC CENTERLINE AND EDGELINE MARKINGS END PROJECT MP Ii. CR 29 QO'\ ex: \ l/) Lu Cl.. ~~ ex: MP MPH ZONE DATE DESCRIPTION REVISIONS DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL (94) FAX (94) CERT/FICA TE OF AUTHORIZATION 2294 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ld CR 29 CLAY CR 29 PROJECT LAYOUT SHEET NO. 3

20 JBATTLE 5/5/216 12:6:1 PM R:\PROJECT\D2 Safety\TW_19_HSIP _Liason\App/ication Submitta/s\C/ay\CR 29\dgn\CR; Ci_ CONST. rr/w LINE R/W LINE~ R/W VARIES (3' MIN.) R/W VARIES (3' MIN.) I PROPOSED ROADWAY WITH SHOULDERS 1' MIN. TREATMENT // (INDEX 15) EXISTING ROADWAY 11' 11' 4' SHLDR. PAVT. Natural Ground I l I 1 L ~ SAFETY EDGE Natural Ground L_j EXISTING BASE_} TYPE B STABILIZATION 1' 4' 2'-8" PROPOSED SHOULDER SOD TYPICAL SECTION CR 29 EAST OF MARINERS RD TO EAST OF HANDS DR AND WATKINS RD TO EAST OF WATKINS RD PROPOSED SHOULDER PAVEMENT OPTIONAL BASE GROUP 1 WITH AND FRICTION COURSE FC-12.5 (1 1/2") (PG 76-22) (TRAFFIC C) OPTIONAL BASE *SEE FIGURE A SHOULDER SUPER ELEVATION IN THE PPM FOR SHOULDER SLOPE REQUIREMENTS. SHOULDER PAVEMENT DETAIL REVISIONS DATE DESCRIPTION DATE DESCRIPTION METRIC ENGINEERING, INC MARCO BEACH DRIVE SUITE1 JACKSONVILLE, FLORIDA TEL. (94) FAX. (94) CERT/FICA TE OF AUTHORIZATION 2294 CR-29 CLAY STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ld TYPllCAL SECTllON CR-29 CURVES SHEET NO. 1

21 !::; 6" White Profiled Thermoplastic Std. Thermoplastic Markings '- Q I "' '-' i::i :g 1' c: rn ct: c: IJJ "' 1::l ~ I QJ V) I ~ \:>'... Std. Thermoplastic Markings 6" White Profiled Thermoplastic 6" Yellow Prof~ Thermoplastic Traffic Flow-+ +- Traffic Flow..._ 6" Yellow Profiled Thermoplastic Std. Thermoplastic Markings TYPICAL RURAL INTERSECTION WITHOUT TURN LANES 6" Double Yellow Profiled Thermoplastic... Traffic Flow-+ 6" White Profiled Thermoplastic 6" Double Yellow Profiled Thermoplastic 6" White Profiled Thermoplastic F Std. Thermoplastic Markings I /c.,~ Std. Thermoplastic Markings Std. Thermoplastic Markings d "'... 6" White Profiled Thermoplastic 6" White Profiled Thermoplastic +- Traffic Flow 6" White Profiled Thermoplastic Std. Thermoplastic Markings--~ Std. Thermoplastic Markings 6" White Profiled Thermoplastic 6" Double Yellow Profiled Thermoplastic 6" White Profiled Thermoplastic 6" Double Yellow Profiled Thermoplastic TYPICAL RURAL INTERSECTION WITH TURN LANES GENERAL NOTES: I. Remove raised retroreflective pavement markers when in conflict with the installation of the centerline profiled thermoplastic pavement markings. The cost of removal is included in the cost of the profiled thermoplastic pavement marking. 2. Replacement of retroref/ective pavement markers removed during the installation of the centerline profiled thermoplastic pavement markings will be paid for under Pay Item 76. PROFILED THERMOPLASTIC MARKINGS 2 LANE ROADWAYS LAST REVISION <: DESCRIPTION: V) ::.. IJJ ct: FY DESIGN STANDARDS SPEC][AL MARK][NG AREAS INDEX NO SHEET NO. 13of14

22 LRE - R3: Project Details by Sequence Report Page 1 of 4 5/5/216 Date: 5/5/216 3:48:7 PM FDOT Long Range Estimating System - Production R3: Project Details by Sequence Report Project: CR Letting Date: 1/299 Description: CR 29 from CR 739 (Henley Rd) to US-17 - Safety Improvements District: 2 County: 71 CLAY Market Area: 5 Units: English Contract Class: Lump Sum Project: N Design/Build: N Project Length: 1. MI Project Manager: Version 2 Project Grand Total $412, Description: CR 29 from CR 739 (Henley Rd) to US-17 - Safety Improvements with Left Turn Lane at Sandridge Drive Sequence: 1 MIS - Miscellaneous Construction Net Length: 1. MI 5,28 LF Description: Safety Improvements EARTHWORK COMPONENT User Input Data Description Value Standard Clearing and Grubbing Limits L/R. /. Incidental Clearing and Grubbing Area. X-Items Pay item Description Quantity Unit Unit Price Extended Amount CLEARING & GRUBBING.77 AC $19,718.8 $15, REGULAR EXCAVATION 138. CY $9.2 $1, EMBANKMENT 416. CY $1.97 $4, Earthwork Component Total $21,16.4 ROADWAY COMPONENT X-Items Pay item Description Quantity Unit Unit Price Extended Amount 16-4 TYPE B STABILIZATION 3,11. SY $4.13 $12, OPTIONAL BASE,BASE GROUP 1 1,245. SY $1.78 $13, ASPH CONC FC,TRAFFIC C,FC TN $13.14 $1, ,PG PERFORMANCE TURF, SOD 2,494. SY $3.5 $7, PROFILED THERMOPLAST,STD, 13. GM $5,632. $73,216. WHITE,SOLID,6" PROFILED THERMOPLAST,STD, 6.5 GM $5,83.6 $37, YELLO,SOLID,6" PROFILED THERMOPLAST,STD, YELLO,SKIP,6" 6.5 GM $4, $27, Roadway Component Total $182,613.74

23 LRE - R3: Project Details by Sequence Report Page 2 of 4 5/5/216 Sequence 1 Total $23,629.78

24 LRE - R3: Project Details by Sequence Report Page 3 of 4 5/5/216 Sequence: 2 MIS - Miscellaneous Construction Net Length:.3 MI 1,584 LF Description: Turn Lane at Sandridge X-Items ROADWAY COMPONENT Pay item Description Quantity Unit Unit Price Extended Amount CLEARING & GRUBBING.72 AC $19,718.8 $14, MAILBOX, F&I SINGLE 4. EA $ $ REGULAR EXCAVATION 417. CY $9.2 $3, EMBANKMENT 1. CY $1.97 $1, TYPE B STABILIZATION 1,137. SY $4.13 $4, OPTIONAL BASE,BASE GROUP 9 1,193. SY $24.32 $29, TURNOUT CONSTRUCTION- ASPHALT SUPERPAVE ASPH CONC, TRAF C, PG76-22,PMA ASPH CONC FC,TRAFFIC C,FC- 9.5,PG THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" THERMOPLASTIC, STD- OTH,YELLOW, SOLID, 6" 32. TN $ $6, TN $ $24, TN $ $11, GM $4, $1, GM $4, $1, THERMOPLASTIC, REMOVE 1,5. SF $2.1 $3,15. Roadway Component Total $11,565.3 DRAINAGE COMPONENT Pay Items Pay item Description Quantity Unit Unit Price Extended Amount PIPE CULV, OPT MATL, 96. LF $61.88 $5,94.48 ROUND,24"SD MITERED END SECT, OPTIONAL RD, 24" SD 8. EA $1, $13, Drainage Component Total $19, Sequence 2 Total $121,94.26

25 LRE - R3: Project Details by Sequence Report Page 4 of 4 5/5/216 Date: 5/5/216 3:48:7 PM FDOT Long Range Estimating System - Production R3: Project Details by Sequence Report Project: CR Letting Date: 1/299 Description: CR 29 from CR 739 (Henley Rd) to US-17 - Safety Improvements District: 2 County: 71 CLAY Market Area: 5 Units: English Contract Class: Lump Sum Project: N Design/Build: N Project Length: 1. MI Project Manager: Version 2 Project Grand Total $412, Description: CR 29 from CR 739 (Henley Rd) to US-17 - Safety Improvements with Left Turn Lane at Sandridge Drive Project Sequences Subtotal $324, Maintenance of Traffic 1. % $32, Mobilization 1. % $35, Project Sequences Total $392,916.8 Project Unknowns. % $. Design/Build. % $. Non-Bid Components: Pay item Description Quantity Unit Unit Price Extended Amount INITIAL CONTINGENCY AMOUNT (DO NOT BID) LS $19,645.8 $19,645.8 Project Non-Bid Subtotal $19,645.8 Version 2 Project Grand Total $412,561.88

26 Appendix D FHWA Crash Modification Factors, Benefit/Cost, and Net Present Value

27 CMF / CRF Details CMF ID: 1856 Install a combination of chevron signs, curve warning signs, and/or sequential flashing beacons Description: Along a curve with a small radius, large deflection angle, available sight distance smaller than stopping sight distance, and superelevation smaller than demanded at design and operating speed Prior Condition: No curve delineation treatment Category: Signs Study: Safety Evaluation of Curve Delineation Improvements An Empirical Bayes Observational Before-After Study, Montella, 29 Star Quality Rating: [View score details] Crash Modification Factor (CMF) Value:.585 Adjusted Standard Error: Unadjusted Standard Error:.7

28 Crash Reduction Factor (CRF) Value: 41.5 (This value indicates a decrease in crashes) Adjusted Standard Error: Unadjusted Standard Error: 7 Applicability Crash Type: Run off road Crash Severity: All Roadway Types: Principal Arterial Other Freeways and Expressways Number of Lanes: 4 Road Division Type: Speed Limit: Area Type: Not specified Traffic Volume: 74 to Time of Day: All If countermeasure is intersection-based Intersection Type: Intersection Geometry: Traffic Control:

29 Major Road Traffic Volume: Minor Road Traffic Volume: Development Details Date Range of Data Used: 21 to 25 Municipality: Trans European Road Network, Italy State: Country: Type of Methodology Used: Before/after using empirical Bayes or full Bayes Sample Size Used: Sites Before Sample Size Used: 14 Sites After Sample Size Used: 14 Sites Other Details Included in Highway Safety Manual? No Date Added to Clearinghouse: Comments:

30 This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment.

31 FORM 511 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SAFETY OFFICE ANNUAL BENEFIT COST ANALYSIS SUBMITTED BY Metric Engineering DATE SUBMITTED 5/4/216 PROJECT NO. CR 315C FPID NO. N/A PROJECT INFORMATION FACILITY DESCRIPTION DISTRICT 2 COUNTY Clay SECTION N/A U.S. ROAD N/A SR N/A SPEED (MPH) 55/45 B.M.P. E.M.P. LENGTH 2.9 NODE ALTERNATIVE NO. SAFETY PRIORITY ENV. STUDY SKID (ID) LOCATION FACILITY TYPE CR 315C from Putnam County Line to CR Lane Undivided Rural Road CAUSE OF CRASH PROBLEM Predominant crash type: seven (7) off-road crashes, 1 rear end, 1 roll-over, 1 hit object in road, and 1 back into. Primary contributing cause was Careless Driving and 1 DUI. PROPOSED IMPROVEMENTS - Install new CURVE (W1-2a) warning signs for NB CR 315C at the horizontal curves of Painted Pony Ave and Heskett Ln (LIST AND DISCUSS): - Install CHEVRON (W1-8) warning signs with bright sticks for the horizontal curves at Heskett Lane and approaching CR Install a new STOP AHEAD (W3-1) warning sign at SB CR 315C in advance of CR 214 CRASH REDUCTION METHOD The Crash Reduction Factors (CRF) were selected using the Crash Modification Factors Clearinghouse: (EXPLAIN CRF AND SOURCE) - Install a combination of chevron signs, curve warning signs: Off-Road Crashes 41.5% HIGH CRASH LISTINGS N/A 3. CRASH TYPES NO. OF CRASHES CRASH TYPE AND FREQUENCY FATAL (K) CRF % PREVENTED CRASH INFORMATION FOR FACILITY No. Years. A. COST PER CRASH: $ 589, B. CRASH CLEANUP: $1 per year. C. INTEREST (DISCOUNT) RATE: 4.%.. ANNUAL COST OF IMPROVEMENTS INJURY (A, B, C) CRF % PREVENTED TYPE COST LIFE (YR) CRF COST/YR Install chevron signs and curve warning signs %.83 A. ROADWAY. B. SIGNING $ 4, $ C. SHOULDER D. SIGNALS E. MOT $ $ PDO (O) CRF % PREVENTED F. MOBILIZATION $ $ Install chevron signs and curve warning signs 1 42%.42 G. CONTIGENCY $ $ H. PE/CEI $ 26, $ 3,248.. SUBTOTAL $ 31, $ 4, CRASH CLEANUP $ TOTAL ANNUAL COST $ 4, TOTAL CRASHES (ALL TYPES) 2 1 NET PRESENT VALUE TOTAL CRASHES TO BE PREVENTED BENEFIT A. CURRENT YEAR B. PROJECT COMPLETION YEAR A. TOTAL CRASH BENEFIT $ 733, NPV $ 985,84. B. TOTAL ANNUAL BENEFIT: $ 146, Prepared By: J. Alegre Date: 5/4/216 BENEFIT/COST Approved By: Date: Benefit Cost (3)

32 CMF / CRF Details CMF ID: 478 Upgrade unpaved or non-existent shoulders to composite shoulders Description: Upgrade shoulders on rural two-lane roads from unpaved or non-existent shoulders to composite shoulders. Prior Condition: Unpaved shoulders less than or equal to 5 feet on rural two-lane roads. Category: Shoulder treatments Study: Estimation of Safety Effectiveness of Composite Shoulders on Rural Two-Lane Highways, Zeng, H. and S.D. Schrock, 212 Star Quality Rating: [View score details] Crash Modification Factor (CMF) Value:.861 Adjusted Standard Error: Unadjusted Standard Error:.145

33 Crash Reduction Factor (CRF) Value: 13.9 (This value indicates a decrease in crashes) Adjusted Standard Error: Unadjusted Standard Error: 14.5 Applicability Crash Type: All Crash Severity: All Roadway Types: Not Specified Number of Lanes: 2 Road Division Type: Undivided Speed Limit: Area Type: Rural Traffic Volume: 38 to 234 Annual Average Daily Traffic (AADT) Time of Day: All If countermeasure is intersection-based Intersection Type: Intersection Geometry: Traffic Control:

34 Major Road Traffic Volume: Minor Road Traffic Volume: Development Details Date Range of Data Used: 2 to 29 Municipality: State: KS Country: USA Type of Methodology Used: Before/after using empirical Bayes or full Bayes Sample Size Used: Crashes Before Sample Size Used: 112 Crashes After Sample Size Used: 142 Crashes Other Details Included in Highway Safety Manual? No Date Added to Clearinghouse:

35 Comments: This CMF is also contained in the report, Zeng, H., S. Schrock, and T. Mulinazzi. "Evaluation of Safety Effectiveness of Composite Shoulders, Wide Unpaved Shoulders, and Wide Paved Shoulders in Kansas," Report No. K-TRAN: KU-11-1, Kansas DOT, Topeka, KS, March 213. This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment.

36 CMF / CRF Details CMF ID: 6948 Install centerline and shoulder rumble strips Description: Milled or rolled rumble strips. Prior Condition: There are no existing rumble strips Category: Roadway Study: Safety Evaluation of Centerline Plus Shoulder Rumble Strips, Persaud et al., 215 Star Quality Rating: [View score details] Crash Modification Factor (CMF) Value:.758 Adjusted Standard Error: Unadjusted Standard Error:.5 Crash Reduction Factor (CRF)

37 Value: 24.2 (This value indicates a decrease in crashes) Adjusted Standard Error: Unadjusted Standard Error: 5 Applicability Crash Type: Run off road Crash Severity: All Roadway Types: Not specified Number of Lanes: 2 Road Division Type: Undivided Speed Limit: Area Type: Rural Traffic Volume: 154 to Annual Average Daily Traffic (AADT) Time of Day: All If countermeasure is intersection-based Intersection Type: Intersection Geometry: Traffic Control: Major Road Traffic Volume:

38 Minor Road Traffic Volume: Development Details Date Range of Data Used: Municipality: State: MO Country: USA Type of Methodology Used: Before/after using empirical Bayes or full Bayes Sample Size Used: Other Details Included in Highway Safety Manual? No Date Added to Clearinghouse: Comments: CMF for run-off-road crashes excludes intersection-related and animal crashes. This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the

39 use of the information contained in the CMF Clearinghouse. The information contained in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment.

40 CMF / CRF Details CMF ID: 7852 Install left-turn lane Description: Prior Condition: Intersections without left-turn lanes Category: Intersection geometry Study: Validation and Application of Highway Safety Manual (Part D) in Florida, Abdel-Aty et al., 214 Star Quality Rating: [View score details] Crash Modification Factor (CMF) Value:.73 Adjusted Standard Error: Unadjusted Standard Error:.17 Crash Reduction Factor (CRF)

41 Value: 27 (This value indicates a decrease in crashes) Adjusted Standard Error: Unadjusted Standard Error: 17 Applicability Crash Type: All Crash Severity: Fatal,Serious injury,minor injury Roadway Types: Not specified Number of Lanes: Road Division Type: Speed Limit: Area Type: Rural Traffic Volume: Time of Day: All If countermeasure is intersection-based Intersection Type: Intersection Geometry: 3-leg Traffic Control: Stop-controlled Major Road Traffic Volume:

42 Minor Road Traffic Volume: Development Details Date Range of Data Used: 27 to 211 Municipality: State: FL Country: USA Type of Methodology Used: Before/after using empirical Bayes or full Bayes Sample Size Used: Other Details Included in Highway Safety Manual? No Date Added to Clearinghouse: Mar Comments: This site is funded by the U.S. Department of Transportation Federal Highway Administration and maintained by the University of North Carolina Highway Safety Research Center The information contained in the Crash Modification Factors (CMF) Clearinghouse is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in the CMF Clearinghouse. The information contained

43 in the CMF Clearinghouse does not constitute a standard, specification, or regulation, nor is it a substitute for sound engineering judgment.

44 FORM 511 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SAFETY OFFICE ANNUAL BENEFIT COST ANALYSIS SUBMITTED BY Metric Engineering DATE SUBMITTED 5/5/216 PROJECT NO. CR 29 FPID NO. N/A PROJECT INFORMATION FACILITY DESCRIPTION DISTRICT 2 COUNTY Clay SECTION N/A U.S. ROAD N/A SR N/A SPEED (MPH) 55/45 B.M.P. E.M.P. LENGTH 6.25 NODE ALTERNATIVE NO. SAFETY PRIORITY ENV. STUDY SKID (ID) LOCATION FACILITY TYPE CR 29 from CR 739 (Henley Road) to US-17 2-Lane Undivided Rural Road CAUSE OF CRASH PROBLEM Predominant crash type: twenty-three (23) off-road, fourteen (14) rear-end, seven (7) roll-over, seven (7) sideswipe, four (4) animal, three (3) left turn, two (2) right turn, 1 right angle, 1 head-on, and 1 pedestrian, with careless driving as the predominant contributing cause, as well as four (4) DUI. A total of sixty-five (65) collisions, including four (4) fatalities. PROPOSED IMPROVEMENTS Install 4 feet wide paved shoulder along two (2) horizontal curves, east of Hands Drive and east of Watkins Road. Also, install (LIST AND DISCUSS): thermoplastic centerline and shoulder rumble strips from CR 739 to CR 315B. Also install a WB CR 29 Left Turn Lane at CR 739B (Sandridge Rd) CRASH REDUCTION METHOD The Crash Reduction Factors (CRF) were selected using the Crash Modification Factors Clearinghouse: (EXPLAIN CRF AND SOURCE) - Upgrade unpaved or non-existent shoulders to composite shoulders: 13.9% - Install profiled thermoplastic centerline and edgeline markings: 24.2% - Install left turn lane: 27.% HIGH CRASH LISTINGS N/A 3. CRASH TYPES NO. OF CRASHES CRASH TYPE AND FREQUENCY FATAL (K) CRF % PREVENTED CRASH INFORMATION FOR FACILITY No. Years Upgrade non-existent shoulders to composite sho 14%. A. COST PER CRASH: $ 589, Install centerline and shoulder rumble strips 1 24%.24 B. CRASH CLEANUP: $1 per year Install left turn lane 27%. C. INTEREST (DISCOUNT) RATE: 4.%.. ANNUAL COST OF IMPROVEMENTS INJURY (A, B, C) CRF % PREVENTED TYPE COST LIFE (YR) CRF COST/YR Upgrade non-existent shoulders to composite sho %.56 A. ROADWAY $ 284, $ 2,91 Install centerline and shoulder rumble strips % 2.66 B. DRAINAGE $ 19, $ 1, Install left turn lane %.81 C. EARTHWORK $ 21, $ 1, D. SIGNING E. MOT $ 32, $ 4,3.55 PDO (O) CRF % PREVENTED F. MOBILIZATION $ 35, $ 4,43.91 Upgrade non-existent shoulders to composite sho %.44 G. CONTIGENCY $ 19, $ 2, Install centerline and shoulder rumble strips % 1.94 H. PE/CEI $ 128, $ 15, Install left turn lane 27%. SUBTOTAL $ 54, $ 5, CRASH CLEANUP $ TOTAL ANNUAL COST $ 5, TOTAL CRASHES (ALL TYPES) NET PRESENT VALUE TOTAL CRASHES TO BE PREVENTED BENEFIT A. CURRENT YEAR B. PROJECT COMPLETION YEAR A. TOTAL CRASH BENEFIT $ 3,914, NPV $ 8,553, B. TOTAL ANNUAL BENEFIT: $ 782, Prepared By: J. Alegre Date: 5/5/216 BENEFIT/COST Approved By: Date: Benefit Cost (LTL)

45 Appendix E 214 Traffic Counts, Turning Movement Counts, and Speed Data

46 FOOT Florida Traffic Online Map Selected Features Portable Traffic Monitoring Sites Telemetered Traffic Monitoring Sites I I I I I I I.., I 4g I "', ~ I.. / ~t,,..,"" q;. ~ I'./,,. I PUTNAM _,,,., AADT /'/ Lan th.>~ 15 /'/ /'/ /'/ /'/ Mtc!th.an.1lb ~ Toll Roads "6:' lnterst.ates ;V I'~ Roads Rivers Lakes County Lines Airports Cities and Towns Alabama-Georgia County Boundaries I I I I / / /,I This map was printed from the FOOT Florida Traffic Online ArclMS mapping application - (htlp://www2.dotstala. fl.uslftor1datrafllconllnal). For more information regarding FOOT Florida Traffic data, please contact the FTI Support Group of the FOOTfTransportation Statistics Office at ortdditty: 85/ For more Information regarding the Florlda Traffic Onllne site, please contact the GIS Section Manager of the FDOTfTransportation Statistics Office at ortddmy: 85/ DISCLAIMER: This product has been compiled from the most accurate source data from the Florida Department of Transportation's Transportation Statistics Office. However, this product Is for reference purposes only and Is not to be construed as a legal document or survey instrument. Any reliance on the information contained herein Is at the user's own risk. The Florlda Department of Transportation assumes no responslblllty for any use of the information contained herein or any loss resulting therefrom. ~ u

47 i( 1 Oakleaf Plantation r J 23 lluval J acksonville FOOT Florida Traffic Online Map Selected Features Portable Traffic Monitoring Sites Telemel<!red Traffic Monitoring Sites.. ~ AADT Lan th.:tn. 15 it/ it/ it/ it/ MOH th.an. ilbooo it/ Toll Roads Inters late s ~ Roads County Lines /~ Airports Cities and Towns Alabama-Georg.ia County Boundaries 28 4_5- """"\ 1,,,--a- -a3_oo ~.,.,,..i.;;~.u..-.::. 9e~o.::. o_,_..'i " Si<'1'6,_. Penney Fann> ~ ill ~ ted for FOOTfTnmStat 2' 21'S This map was printed from the FOOT Florida Traffic Online ArclMS mapping application - ( fl.uslflortdalrafllconllnal). For more information regarding FOOT Florida Traffic data, please contact the FTI Support Group of the FOOTITransportation Statistics Office at ortdditiy: 85/ For more information regarding the Florida Traffic Online site, please contact the GIS Section Manager of the FOOTfTransportation Statistics Office at or TDD/TTY: 85/ DISCLAIMER: This product has been compiled from the most accurate source data from the Florida Department of Transportation's Transportation Statistics Office. However, this product is for reference purposes only and is not to be construed as a legal document or survey instrument. Any reliance on the information contained herein is at the user's own risk. The Florida Department of Transportation assumes no responsibility for any use of the information contained herein or any loss resulting therefrom.

48 Clay County Department of Engineering and Public Works Green Cove Springs, FL 3243 Location: CR CR 739B (Sandridge Rd) File Name : CR29@SAN Site Code : Start Date : 5/3/216 Page No : 1 Groups Printed- Autos - Trucks - Turns CR 29 Southbound N/A Westbound CR 29 Northbound CR 739B (Sandridge Rd) Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 6:3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM

49 Clay County Department of Engineering and Public Works Green Cove Springs, FL 3243 Location: CR CR 739B (Sandridge Rd) File Name : CR29@SAN Site Code : Start Date : 5/3/216 Page No : 2 Groups Printed- Autos - Trucks - Turns CR 29 Southbound N/A Westbound CR 29 Northbound CR 739B (Sandridge Rd) Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total 4:45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Apprch % Total % Autos % Autos Trucks % Trucks U-Turns % U-Turns

50 Clay County Department of Engineering and Public Works Green Cove Springs, FL 3243 Location: CR CR 739B (Sandridge Rd) File Name : CR29@SAN Site Code : Start Date : 5/3/216 Page No : 3 CR 29 Southbound N/A Westbound CR 29 Northbound CR 739B (Sandridge Rd) Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 6:3 AM to 9:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 6:3 AM 6:3 AM :45 AM : AM :15 AM Total Volume % App. Total PHF CR 29 Out In Total Right 279 Thru Left U-Turns Peak Hour Data CR 739B (Sandridge Rd) Out In Total Left Thru 421 Right U-Turns Peak Hour Begins at 6:3 AM Autos Trucks U-Turns North Right Thru Left U-Turns Out In Total N/A Left 85 Thru 145 Right U-Turns Out In Total CR 29

51 Clay County Department of Engineering and Public Works Green Cove Springs, FL 3243 Location: CR CR 739B (Sandridge Rd) File Name : CR29@SAN Site Code : Start Date : 5/3/216 Page No : 4 CR 29 Southbound N/A Westbound CR 29 Northbound CR 739B (Sandridge Rd) Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 1: AM to 1:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:3 AM 11:3 AM :45 AM : PM :15 PM Total Volume % App. Total PHF CR 29 Out In Total Right 132 Thru Left U-Turns Peak Hour Data CR 739B (Sandridge Rd) Out In Total Left Thru 264 Right U-Turns Peak Hour Begins at 11:3 AM Autos Trucks U-Turns North Right Thru Left U-Turns Out In Total N/A Left 23 Thru 13 Right U-Turns Out In Total CR 29

52 Clay County Department of Engineering and Public Works Green Cove Springs, FL 3243 Location: CR CR 739B (Sandridge Rd) File Name : CR29@SAN Site Code : Start Date : 5/3/216 Page No : 5 CR 29 Southbound N/A Westbound CR 29 Northbound CR 739B (Sandridge Rd) Eastbound Start Time Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Left Thru Right U-Turns App. Total Int. Total Peak Hour Analysis From 2: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 2:45 PM 2:45 PM : PM :15 PM :3 PM Total Volume % App. Total PHF CR 29 Out In Total Right 138 Thru Left U-Turns Peak Hour Data CR 739B (Sandridge Rd) Out In Total Left Thru 377 Right U-Turns Peak Hour Begins at 2:45 PM Autos Trucks U-Turns North Right Thru Left U-Turns Out In Total N/A Left 362 Thru 21 Right U-Turns Out In Total CR 29

53 MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Street: Sandridge Road Location: West of CR 29 A study of vehicle traffic was conducted with the device having serial number The study was done in the Westbound lane at Sandridge Road in, FL in Clay county. The study began on 1/26/216 at 12: AM and concluded on 1/28/216 at 12: AM, lasting a total of 48. hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 5,442 vehicles passed through the location with a peak volume of 11 on 1/27/216 at [5:15 PM-5:3 PM] and a minimum volume of on 1/26/216 at [2:3 AM-2:45 AM]. The AADT count for this study was 2,721. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25-3 MPH range or lower. The average speed for all classifed vehicles was 29 MPH with 1.59% vehicles exceeding the posted speed of 45 MPH..95% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was MPH. < to to to to to to to to to to to to to to to > CLASSIFICATION CHART 1 Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 1992 which represents 42 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2328 which represents 49 percent of the total classified vehicles. The number of Busses & Trucks in the study was 34 which represents 7 percent of the total classified vehicles. The number of Tractor Trailers in the study was 139 which represents 3 percent of the total classified vehicles. < to to to to > CHART 2 HEADWAY During the peak traffic period, on 1/27/216 at [5:15 PM-5:3 PM] the average headway between vehicles was seconds. During the slowest traffic period, on 1/26/216 at [2:3 AM-2:45 AM] the average headway between vehicles was 9 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43. and 75. degrees F. 1/28/216 11:37 AM Page: 1

54 MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Street: CR 29 Location: South of Sandridge Road A study of vehicle traffic was conducted with the device having serial number The study was done in the Southbound lane at CR 29 in, FL in Clay county. The study began on 1/26/216 at 12: AM and concluded on 1/28/216 at 12: AM, lasting a total of 48. hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 9,344 vehicles passed through the location with a peak volume of 183 on 1/26/216 at [6:3 AM-6:45 AM] and a minimum volume of on 1/26/216 at [12:3 AM-12:45 AM]. The AADT count for this study was 4,672. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25-3 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 32.6% vehicles exceeding the posted speed of 45 MPH. 5.16% percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 5.87 MPH. < to to to to to to to to to to to to to to to > CLASSIFICATION CHART 1 Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 4491 which represents 53 percent of the total classified vehicles. The number of Vans & Pickups in the study was 3382 which represents 4 percent of the total classified vehicles. The number of Busses & Trucks in the study was 411 which represents 5 percent of the total classified vehicles. The number of Tractor Trailers in the study was 226 which represents 3 percent of the total classified vehicles. < to to to to > CHART 2 HEADWAY During the peak traffic period, on 1/26/216 at [6:3 AM-6:45 AM] the average headway between vehicles was seconds. During the slowest traffic period, on 1/26/216 at [12:3 AM-12:45 AM] the average headway between vehicles was 9 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43. and 77. degrees F. 1/28/216 11:38 AM Page: 1

55 MH Corbin Traffic Analyzer Study Computer Generated Summary Report City: Street: CR 29 Location: North of Sandridge Road A study of vehicle traffic was conducted with the device having serial number 432. The study was done in the Southbound lane at CR 29 in, FL in Clay county. The study began on 1/26/216 at 12: AM and concluded on 1/28/216 at 12: AM, lasting a total of 48. hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 4,236 vehicles passed through the location with a peak volume of 72 on 1/27/216 at [7:15 AM-7:3 AM] and a minimum volume of on 1/26/216 at [12:3 AM-12:45 AM]. The AADT count for this study was 2,118. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 5-55 MPH range or lower. The average speed for all classifed vehicles was 52 MPH with 84.83% vehicles exceeding the posted speed of 45 MPH % percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 5MPH and the 85th percentile was MPH. < to to to to to to to to to to to to to to to > CLASSIFICATION CHART 1 Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 144 which represents 38 percent of the total classified vehicles. The number of Vans & Pickups in the study was 189 which represents 49 percent of the total classified vehicles. The number of Busses & Trucks in the study was 317 which represents 8 percent of the total classified vehicles. The number of Tractor Trailers in the study was 188 which represents 5 percent of the total classified vehicles. < to to to to > CHART 2 HEADWAY During the peak traffic period, on 1/27/216 at [7:15 AM-7:3 AM] the average headway between vehicles was seconds. During the slowest traffic period, on 1/26/216 at [12:3 AM-12:45 AM] the average headway between vehicles was 9 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43. and 77. degrees F. 1/28/216 11:34 AM Page: 1