Test 2019-04-26-4-1 (AASHTO T27-14) Summary

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
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.
Sample Information
Sample Taken Date4/26/2019 Sample Unique Key4
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 testing4/26/2019
Sample typeQuality Control A brief description of the sampleJMF Prequalification Program
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 Laboratory sample identification
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 TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017::FAWNDALE ROCK QUARRY
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 collectedUntreated Stockpile
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 HMA Design ID JMF3512-2019-91-Test_Mare_Island
Test Details
DIME Sample ID: 2019-04-26-4
DIME Test ID: 2019-04-26-4-1
Testing Lab: CT HQ - 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
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
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:89 %
Cumulative percent passing the 1/4 in. sieve:56.5 %
Cumulative percent passing the #4 sieve:24 %
Cumulative percent passing the #8 sieve:3 %
Cumulative percent passing the #16 sieve:2 %
Cumulative percent passing the #30 sieve:1 %
Cumulative percent passing the #50 sieve:1 %
Cumulative percent passing the #100 sieve:1 %
Cumulative percent passing the #200 sieve:0.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/26/2019