4. Crews Gulch Regional Trail Phase II Project -BC Testing Frequencies.pdf

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Attached to
Construction of Widefield Community Park - Crews Gulch Regional Trail Phase II
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.

File details come from the government source that posted it. Updated .