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Home My WebLink AboutVII (F) Discussion/ Action re: Request for Authorization to Solicit Bids for White Rd Resurfacing Project APgenda11-17-98 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" I1�TAYORAOMMISSIONER S.SCOTT VANDERGRIFT Ocoee ( ,,zr . o CITY OF OCOEE COMMISSIONERS � '.• j SCOTT ANDERSON .,, �` �•, 150 N.LAKESHORE DRIVE SCOTT A.GLASS v .WWW■■■ p OCOEE,FLORIDA 34761-2258 NANCY J.PARKER (407)656-2322 yJ ,� CITY MANAGER Of Gp00 ELLIS SHAPIRO MEMORANDUM DATE: November 10, 1998 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira, P.E., City Engineer/Utilities Director ON SUBJECT: White Road/Orlando Avenue Resurfacing Project Based on your earlier approval of the design concept for this project, we have fmalized a cost estimate for the project. The project will include partial reconstruction of the road in areas of insufficient load-carrying capacity,widening of various areas to obtain a minimum pavement width of 24 feet throughout, and a complete asphalt overlay from Bluford Avenue to just west of Hammocks Drive. The project will include a sidewalk on the south side of the road from Lakewood Avenue to Sleepy Harbor Drive. This will result in a continuous sidewalk on the south side of White Road from Bluford Avenue to Clarke Road. Phase I of the project,runs from Bluford Avenue to just east of Sleepy Harbor Drive, and Phase II of the project runs from just east of Sleepy Harbor Drive to just west of Hammocks Drive. The estimated costs are as follows: Phase I - $196,569.30 Phase II - $193,090.00 Total estimated cost- $389,659.30 We have discussed this project with the five contractors currently under contract with the city. None of those contractors wished to bid on this project, since it is primarily a paving project, and they are not paving contractors. Accordingly, I recommend that the City Commission authorize staff to advertise for bids for this project. Once bids are received, they will be evaluated and a recommendation for award will be brought back before the City Commission. "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER S.SCOTT VANDERGRIFT Ocoee O� COMMISSIONERS , , .� CITY OF OCOEE DANNY HOWELL .�' 2K:ii. � 150 N.LAKESHORE DRIVE SCOTT ANDERSON v p OCOEE,FLORIDA 34761-2258(407)656-2322 SCOTT A.GLASS NANCY J.PARKER � _ ?v yf �` CITY MANAGER fp of Gov�` ELLIS SHAPIRO MEMORANDUM DATE: November 10, 1998 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira,P.E., City Engineer/Utilities Director ' f&i lin SUBJECT: White Road/Orlando Avenue Resurfacing The attached memo from Fursan Munjed goes over the reasons we decided to recommend a partial reconstruction of White Road /Orlando Avenue instead of just a resurfacing job. The basic premise is that large areas of the existing road are substandard in load-bearing capacity, and simply adding an extra inch of asphalt will not improve the situation measurably. By milling to a depth of approximately two inches, and replacing this with 2 inches of structural asphalt,the load-bearing capacity can be restored. Without this,the existing pavement cracks will soon reflect through the new surface, and the newly paved road would deteriorate quickly due to the underlying lack of support. I'd be glad to meet with any of you to discuss this in more detail if you wish. 11/ VU/ JV iJ JU V1 YU1 0".20 .7YUL rr,l: z 1C001/003 T 1Yh PEC 3. .. PROFESSIONAL ENGINEERING CONSULTANTS, INC. November 5, 1998 OE-302 2-1.0 Mr. Jim Shira,P.E. City Engineer/Utilities Director City of Ocoee 150 N.Lakeshore Drive Ocoee,FL 34761 RE: Orlando Avenue/White Road Improvements Project Dear Jim: This letter outlines the design process followed in reaching the conclusions pertaining to the pavement overlay/reconstruction for the Orlando Avenue/White Road project. First, as outlined in the original scope of services, 9 pavement cores were taken at different locations to determine the various characteristics of this pavement. As can be seen in the attached pavement evaluation and condition data table, the asphalt pavement thickness varied between 0.6" and 5.5" along White Road. For the segment between Bluford Avenue and East Lakeshore Drive, the existing asphalt pavement varied in thickness from 0.6" to 1.4", and for the segment from East Lakeshore Drive to the Hammocks Drive varied in thickness from 2.4" to 5.5". The segment from Bluford Avenue to East Lakeshore Drive has a substandard asphalt pavement section and therefore has experienced rapid deterioration and cracking as evident in the field. The segment from East Lakeshore Drive to the Hammocks has experienced some deterioration and cracking in certain locations. These isolated areas are being reconstructed in order to help protect the sub-base and base from any further deterioration. Second,PEC coordinated a field meeting with a representative from MacAsphalt Division to further evaluate the pavement deterioration and cracking along White Road from Bluford Avenue to East Lakeshore Drive. After conducting the field inspection, the MacAsphalt representative recommended milling and resurfacing this portion of White Road due to the considerable deterioration and cracking. He further noted that this pavement appears to have outlived its life expectancy and should be removed and replaced. Third,PEC coordinated with Seminole County Public Works Department to conduct a more precise pavement evaluation by using the Dyna-Flect. This test showed that the existing asphalt pavement from Bluford Avenue to East Lakeshore Drive has a poor spreadability value or poor capacity for the pavement to spread the load over the sub-grade. This is attributed to the severe deterioration and cracking in this pavement. engineers planners surveyors 200 East Robinson Street • Suite 1560 • Orlando,Florida 32801 • 407/422-8062 • FAX 407/849-9401 -- -- -_ - rrk, 14J002/003 4 4 �,� Jf•I� • 7 Mr. Jim Shira,P.E. November 5, 1998 Page 2 Based on this analysis,PEC recommends that White Road be milled and resurfaced to a depth of 2 inches from Bluford Avenue to East Lakeshore Drive and at other isolated locations from East Lakeshore Drive to the Hammocks Drive. If you have any questions, please advise. PROFESSIONAL ENGINEERING CONSULTANTS,INC. Fursan S.Munjed,P.E. Project Manager Attachment cc: Ken Hooper G:\CLERICAL\FIIGHWAY\PSGOE-302\003G.LTR 1 State of Florida Department of Transportation . Pavement Evaluation and Condition Data F • Cored By: 1).Crw y&M-Garten • Date: o3noroa Typical Section No.: . c 0 W.P.L No.: • Name: Lanes: • State Project No.: 757-85028 Thom: Shldr.Type&Cond.: F F.A.Project No.: . To: Inside•. u Comely: Orange S.R No.: White Road Begin KP: End KP: Length: Outside: G Median Curbed?Y or N: Lawn? Other? Curb&Gutter? • Base Crack Fra Comments Coro No ST 1I Lane Left E • Whin F42 S-I S-III T-II T_II Surface Core Rut Cross lei wawa l Depth Type Clue Extan �� Depth Slope of Lane C Path Shell TMmt (mm) (mm) Cond. (mm) % (� c 1 21+22 RI X 35 35 180 B EL II S P 2.7 Firm Subbase _ _ o 2 22+18 RI 15 15 175 B BL II S P 1.8 Firm Subbase .0 3 27+48 RI X 35 35 160 B BL BR II S P 2.7 Firm Subbase c t . c 4 36+00 R1 X 26 26 120 B BL,A III S P 2.7 Firm Subbase t. _ 5 47+01 Ll X 13 7 40 60 160 B BL,A III S P 2.7 Firm Subbase 6 48+92 LI X 21 50 71 135 • B BL II M P . 2.7 Fire Subbase 7 57+78 LI 15 13 25 77 7 137 160 S II _ L - P L8 ' Firm Subbase 'i r tr 8 67+68 LI X 19 . 41 • 5 65 190 B S If L P 2.7 Firm Subbase t. 9 100.000 RI 20 30 45 6 101 140. B BL II M P 1.8 Firm Subbase • • Remarks:Crack descriptions where little or no measureable crack wax Identified in the core Itself,are indicative of the • general roadway condition in the vicinity of the core. c c c c mom Page 1 c.: • e�.IQ