Summary for Test 2017-12-22-6-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date12/22/2017 Sample Unique Key6
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/22/2017
Sample typeQuality Control A brief description of the sampleRAP Sample
The quantity of what the sample constitutesUnknown Quantity From where was the sample collectedSource
First name of sampler or witnessed byRAP First Name Last name of sampler or witnessed byRAP Last Name
Title of samplerRAP Engineer Telephone number of sampler7753550420
Laboratory sample identificationRAP Sample ID Linked DIME Sample IDRAP DIME Sample ID
The fabricator/manufacturer/facility nameMustang Facility Sparks NV Transportation Laboratory (TL) NumberRAP TL Number
Inspector Lot Number from the Transportation Laboratory (TL) FormRAP TL Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceRAP Source ID
Aggregate Size3/4 Aggregate SourceMustang Facility Sparks NV
RAP StockpileStatic Stockpile Size (tons)RAP Size
HMA Design ID

Test Details

DIME Sample ID: 2017-12-22-6
DIME Test ID: 2017-12-22-6-1
Testing Lab: CT QAM - Sacramento Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2017-12-29

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/22/2017
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
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:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:99.6 %
Cumulative percent passing the 3/8 in. sieve:94.3 %
Cumulative percent passing the #4 sieve:66.3 %
Cumulative percent passing the #8 sieve:46.6 %
Cumulative percent passing the #16 sieve:35.2 %
Cumulative percent passing the #30 sieve:27.1 %
Cumulative percent passing the #50 sieve:20.3 %
Cumulative percent passing the #100 sieve:14.4 %
Cumulative percent passing the #200 sieve:10.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2017