4. Crews Gulch Regional Trail Phase II Project -BC Testing Frequencies.pdf
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- Solicitation number
- 25-046
- Issued by
- El Paso County, Colorado
About this file
This document is a Quality Control (QC) Testing Frequency specification sheet for the Crews Gulch Regional Trail Phase II Project, prepared by El Paso County Parks in Colorado. The document outlines the minimum testing requirements for two specific pay items: reworked sidewalk subgrade and new concrete sidewalk installation. The testing requirements include various tests such as moisture-density curves, gradation, Atterberg limits, in-place density, and compressive strength tests, with specific sampling and testing frequencies detailed for each type of test.
The testing specifications are comprehensive and designed to ensure quality control during the construction of the trail project. For the reworked sidewalk subgrade, tests will be conducted on a per soil type basis and include one test every 300 linear feet for in-place density and relative compaction. For the new 5-inch thick concrete sidewalk, testing protocols include sampling the first two batches, then random testing per five batches, with compressive strength tests involving one set of 5 cylinders per 50 cubic yards, with cylinders broken at 7 days, 28 days, and one held in reserve. All testing will be conducted in accordance with the El Paso County Engineering Criteria Manual.
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Text version
El Paso County Parks
Crews Gulch Regional Trail Phase II Project
Minimum Testing Requirements
QC Testing Frequency
Sht. 1
All testing types and frequencies shall be in accordance with El Paso County Engineering Criteria Manual and attached Testing Frequency Table.
Pay Item Description Type of Test Sampling & Testing Frequency
608-00000 Reworked Sidewalk Subgrade (CIP)
Moisture - Density
Curve
1 per soil type
Gradation 1 per soil type
Atterberg Limits 1 per soil type
In-Place Density/ %
Relative Compaction
1 test every 300 LF or fraction thereof
608-00000 New Concrete Sidewalk, 5 Inches Thick
Slump, Air Content, Unit Weight, Temperature
Sample first two batches then one random test per five batches.
One set of tests with each set of Cylinders
Compressive
Strength
One set of 5 cylinders per 50 cu yds or fraction thereof. Break 1 at 7 days, 3 at 28 days, 1 hold.
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