Test 2019-04-05-16-1 (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 Date4/5/2019 Sample Unique Key16
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 testing4/10/2019
Sample typeVerification A brief description of the sampleTreated 3/4" Virgin Aggregate - Combined Gradation
The quantity of what the sample constitutesAggregate for JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byNeale Last name of sampler or witnessed byB
Title of samplerNA Laboratory sample identification19-J-003
The fabricator/manufacturer/facility nameGranite, Arvin Transportation Laboratory (TL) NumberC772606
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-15-0024::ARVIN PIT
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 collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2019-88
Test Details
DIME Sample ID: 2019-04-05-16
DIME Test ID: 2019-04-05-16-1
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: 2019-12-13
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: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
Total mass of material in the sample: 12014 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 254 grams
Cumulative mass retained on the 1/2 in. sieve: 2541 grams
Cumulative mass retained on the 3/8 in. sieve: 4961 grams
Mass retained on the 1/4 in. sieve: 6632 grams
Cumulative mass retained on the #4 sieve: 7307 grams
Total sample mass passing the #4 sieve: 499.3 grams
Total mass of fine material in the sample: 499.3 grams
Cumulative mass retained on the #8 sieve: 120.1 grams
Cumulative mass retained on the #16 sieve: 225 grams
Cumulative mass retained on the #30 sieve: 308.3 grams
Cumulative mass retained on the #50 sieve: 382.7 grams
Cumulative mass retained on the #100 sieve: 437.3 grams
Cumulative mass retained on the #200 sieve: 465.9 grams
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:97.9 %
Cumulative percent passing the 1/2 in. sieve:78.8 %
Cumulative percent passing the 3/8 in. sieve:58.7 %
Cumulative percent passing the 1/4 in. sieve:44.8 %
Cumulative percent passing the #4 sieve:39.2 %
Cumulative percent passing the #8 sieve:29.8 %
Cumulative percent passing the #16 sieve:21.5 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:9.2 %
Cumulative percent passing the #100 sieve:4.9 %
Cumulative percent passing the #200 sieve:2.62 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2019