Summary for Test 2019-04-26-8-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 9999
DEA: 00000000
EFIS: 0000000000
COOP: 99999333399
MINOR: 333333
Permit Numbers: 555555 0400NRT0000
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 DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level1 (Verified on 04/05/2013)

Sample Information

Sample Taken Date04/26/2019 Sample Unique Key8
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 testing04/26/2019
Sample typeQuality Control A brief description of the sampleLime
The quantity of what the sample constitutesJMF sample From where was the sample collectedJob Site
First name of sampler or witnessed byClinton Last name of sampler or witnessed byEdmiston
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (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: 2019-04-26-8
DIME Test ID: 2019-04-26-8-1
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: 2019-05-03

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: 04/26/2019
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: 97 %
Cumulative percent passing the #50 sieve: 92 %
Cumulative percent passing the #100 sieve: 86 %
Cumulative percent passing the #200 sieve: 80 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/26/2019