COTW_Tech_Specs_Precast_Concrete_Trust_Blocks.pdf
PDF 138 KB Posted
- Attached to
- Precast Concrete Thrust Blocks
- Solicitation number
- 26-P-00271
- Issued by
- Hillsborough County, Florida
About this file
This technical specification document outlines precast concrete thrust block requirements for the State of Florida for use by various departments. The thrust blocks are designed for fire hydrants and fittings 8 inches or smaller, subject to city engineer approval. The specifications detail reinforcing requirements using standard 60 KSI deformed bars, concrete strength of f'c=3000 PSI, and optional 12"x18" spacer blocks to be placed between the precast thrust block and fitting when directed by the city engineer. The document includes detailed elevation and section drawings showing dimensions of 42" length, 24" width, and 8" height, with #4 reinforcing bars spaced 6 inches on center each way on the back face, lifting rings, and a 1-inch clear section specification.
The technical specifications establish minimum material and construction standards for all precast concrete thrust blocks procured through this solicitation. The document serves as a reference standard to ensure consistency and quality across multiple department orders and installations. No pricing information, contract terms, renewal options, or specific procurement timelines are detailed in this technical specification document.
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Other files
| File | Type | Posted |
|---|---|---|
| Precast_Concrete_Thrust_Blocks.pdf | ||
| Directory_2026-04-14_NO_SLBE_Precast_Concrete_Thrust_Blocks.xlsx | XLSX spreadsheet |
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Text version
LAST REVISION
VERSION
MAY 2021
PRECAST CONCRETE THRUST BLOCK 2.10
NOTES:
1. REINFORCING TO BE STANDARD 60 KSI DEFORMED BAR.
2. CONCRETE F'C=3000 PSI
3. PRECAST THRUST BLOCKING TO BE USED ONLY ON FIRE HYDRANTS AND 8" OR SMALLER FITTINGS, IF ALLOWED BY CITY
ENGINEER.
4. A 12"X18" SPACER BLOCK SHALL BE PLACED BETWEEN THE PRECAST THRUST BLOCK AND FITTING IF SO DIRECTED BY CITY
ENGINEER.
ELEVATION
LIFTING RING
# 4 @ 6" O.C. EACH WAY
BACK FACE
# 4 @ 6" O.C. EACH WAY
BACK FACE
42"
8" 6"
SECTION A-A
8"
1" CLEAR
SECTION B-B
42"
12"
8"
4"
4"
A
A
BB
FOR
REFERENCE
ONLY
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