Summary for Test 2020-03-16-2-1

Test performed: AASHTO T27-14

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 Date03/16/2020 Sample Unique Key2
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 testing03/16/2020
Sample typeVerification A brief description of the sample1/2" Combined Gradation
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byTest Last name of sampler or witnessed byTest
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan materials 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, name of Pit or Job Site)91-01-0010::CALMAT/PLEASANTON
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-16-2
DIME Test ID: 2020-03-16-2-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-03-16

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 03/16/2020
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: 95.2 %
Cumulative percent passing the 3/8 in. sieve: 78.4 %
Cumulative percent passing the 1/4 in. sieve: 78.4 %
Cumulative percent passing the #4 sieve: 48.5 %
Cumulative percent passing the #8 sieve: 31.7 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 7.5 %
Cumulative percent passing the #100 sieve: 4.3 %
Cumulative percent passing the #200 sieve: 2.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/16/2020