Test 2019-03-04-13-1 (ASTM C136-06) 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 Date3/4/2019 Sample Unique Key13
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 sample1" x #4 Gravel
The quantity of what the sample constitutes120 lbs From where was the sample collectedSource
First name of sampler or witnessed byBen Last name of sampler or witnessed byParker
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Materials Durbin 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)91-19-0023::DURBIN
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 Loader Asisted
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: 2019-03-04-13
DIME Test ID: 2019-03-04-13-1
Testing Lab: Vulcan Materials Company - Irwindale
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-11-07
Test Results

What type of gradation is being tested?: Combined Gradation
Input Type: Calculated
Tester's full name: Robert Davenport
Date of test: 03/04/2019
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:96 %
Cumulative percent passing the 3/4 in. sieve:70 %
Cumulative percent passing the 1/2 in. sieve:31 %
Cumulative percent passing the 3/8 in. sieve:11 %
Cumulative percent passing the #4 sieve:3 %
Cumulative percent passing the #8 sieve:2 %
Cumulative percent passing the #16 sieve:0 %
Cumulative percent passing the #30 sieve:0 %
Cumulative percent passing the #50 sieve:0 %
Cumulative percent passing the #100 sieve:0 %
Cumulative percent passing the #200 sieve:1 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 11/07/2019