Summary for Test 2022-03-21-68-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 66669
DEA: JMF-DATA
EFIS: JMF-DATA
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for storing JMF sample data
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/21/2022 Sample Unique Key68
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 testing03/21/2022
Sample typeVerification A brief description of the sampleTreated 3/8-inch Virgin Aggregate for use in 3/8-inch Type A HMA
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byWard Last name of sampler or witnessed byJenkins
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) NumberNot set
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0057::Shasta Ranch Aggregates
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-21-68
DIME Test ID: 2022-03-21-68-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-06-21

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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 03/23/2022
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 99.9 %
Cumulative percent passing the #4 sieve: 56.5 %
Cumulative percent passing the #8 sieve: 31.2 %
Cumulative percent passing the #16 sieve: 18.7 %
Cumulative percent passing the #30 sieve: 11.9 %
Cumulative percent passing the #50 sieve: 7.8 %
Cumulative percent passing the #100 sieve: 5.3 %
Cumulative percent passing the #200 sieve: 3.75 %
General comments (publicly viewable) (Max 1000 characters): Submitted from JMF - Ward Jenkins

Test was verified on 6/21/2022