Test 2019-12-01-1-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date12/1/2019 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeAggregate Prequalification Program A brief description of the sampleConcrete
The quantity of what the sample constitutes2 buckets From where was the sample collectedSource
First name of sampler or witnessed byJordan Last name of sampler or witnessed byBaker
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameDeer Creek Rock and Aspahlt Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-54-0021::DEER CREEK QUARRY
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile sample by loader bucket
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2019-12-01-1
DIME Test ID: 2019-12-01-1-1
Testing Lab: Jaxon Enterprises - Deer Creek Rock & Asphalt
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-18
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: CGI Technician
Date of test: 12/05/2019
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:99 %
Cumulative percent passing the 3/4 in. sieve:90 %
Cumulative percent passing the 1/2 in. sieve:53 %
Cumulative percent passing the 3/8 in. sieve:32 %
Cumulative percent passing the #4 sieve:4 %
Cumulative percent passing the #8 sieve:3 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 03/18/2020