LG_221_-_Airport_(PID_006826A)_.pdf
PDF 6 MB Posted
- Solicitation number
- 26-0362-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a pavement preservation design document for Pinellas County, Florida, prepared by Professional Engineer Jeffrey S. Thompson for Fiscal Year 2027 Pavement Preservation Package 2, Local Group 221, specifically detailing work at an airport location. The project encompasses milling and resurfacing work across multiple roadway sections including 140th Avenue N, 144th Avenue N, and 145th Avenue N. The work specifications call for milling existing asphalt pavement to a depth of 1.5 inches, followed by resurfacing with Type SP 9.5 Structural Course (Traffic C) material to a depth of 1.5 inches. The project covers approximately 13 roadway sections with consistent specifications, each containing approximately 60,300 linear feet of pavement treatment with a 15-foot width, totaling significant lane mileage as part of the broader FY2027 pavement preservation initiative consisting of four paving locations and approximately 33.27 total lane miles across the county.
The document establishes standard construction tolerances allowing for 2 percent variation in milling depth with provisions for up to 4 percent maximum variation as directed by the engineer. This local group project represents one component of Pinellas County's comprehensive pavement preservation program designed to promote traffic safety and efficiency throughout the county's roadway network. The design specifications were finalized and approved on July 8, 2026, by the Professional Engineer of Record. As part of Package 2, this project includes one arterial and three local group projects, with specific pricing, bidding procedures, and contract terms to be established through the county's procurement process for qualified contractors.
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Text version
PID 26-0362-006826A
FY2027 COUNTYWIDE PAVEMENT PRESERVATION
LOCAL GROUP 221
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORI. A
93254
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
140TH AVE N (STA. 20+83.31 - STA. 42+10.85)
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
140TH AVE N / 46TH ST N
TYPICAL SECTION
* 2% (OR AS DIRECTED BY THE ENGINEER)
144TH AVE N (STA. 92 - STA. 98+91.13)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
* 2% (OR AS DIRECTED BY THE ENGINEER)
140TH AVE N (STA. 43+12.20 - STA. 55+08.80)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
144TH AVE N (STA. 99+03.29 - STA. 113+54.72)
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
145TH AVE N
Feet 60300 15
| 2026-07-08T10:38:51-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .