Summary for Test 2017-12-22-10-1

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 Date12/22/2017 Sample Unique Key10
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 sampleAntistrip Sample
The quantity of what the sample constitutesUnknown Quantity From where was the sample collectedSource
First name of sampler or witnessed byAntistrip First Name Last name of sampler or witnessed byAntistrip Last Name
Title of samplerAntistrip Engineer Telephone number of sampler7753550420
Laboratory sample identificationAntistrip Sample ID Linked DIME Sample IDAntistrip DIME Sample ID
The fabricator/manufacturer/facility nameLHoist North America Transportation Laboratory (TL) NumberAntistrip TL Number
Inspector Lot Number from the Transportation Laboratory (TL) FormAntistrip TL Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAntistrip Additive Antistrip TypeLime - hydrated lime
Antistrip Additive Mix NumberNot set

Test Details

DIME Sample ID: 2017-12-22-10
DIME Test ID: 2017-12-22-10-1
Testing Lab: CT HQ - QAM Sacramento Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2017-12-29

Test Results


What type of gradation is being tested?: HMA Gradation
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: 12/22/2017
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: 100 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 100 %
Cumulative percent passing the #16 sieve: 100 %
Cumulative percent passing the #30 sieve: 99.8 %
Cumulative percent passing the #50 sieve: 99.8 %
Cumulative percent passing the #100 sieve: 99.8 %
Cumulative percent passing the #200 sieve: 86.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2017