Test 2018-02-21-1-1 (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 Date2/21/2018 Sample Unique Key1
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 testing2/21/2018
Sample typeAcceptance A brief description of the sample3/4-inch Type A
The quantity of what the sample constitutes12 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byWard Last name of sampler or witnessed byJ
Title of samplerUnknown Laboratory sample identificationD73654
The fabricator/manufacturer/facility nameSierra Nevada Construction Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Plant
The fabricator's/manufacturer's product name for the samplegyu The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedHMA
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2018-02-21-1
DIME Test ID: 2018-02-21-1-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2018-02-28
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: Ward Jenkins
Date of test: 02/21/2018
Total mass of material in the sample: 10000 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: 100 grams
Cumulative mass retained on the 1/2 in. sieve: 1000 grams
Cumulative mass retained on the 3/8 in. sieve: 2000 grams
Mass retained on the 1/4 in. sieve: 3000 grams
Cumulative mass retained on the #4 sieve: 4000 grams
Total sample mass passing the #4 sieve: 6000 grams
Total mass of fine material in the sample: 500 grams
Cumulative mass retained on the #8 sieve: 50 grams
Cumulative mass retained on the #16 sieve: 100 grams
Cumulative mass retained on the #30 sieve: 200 grams
Cumulative mass retained on the #50 sieve: 300 grams
Cumulative mass retained on the #100 sieve: 400 grams
Cumulative mass retained on the #200 sieve: 450 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:99 %
Cumulative percent passing the 1/2 in. sieve:90 %
Cumulative percent passing the 3/8 in. sieve:80 %
Cumulative percent passing the 1/4 in. sieve:70 %
Cumulative percent passing the #4 sieve:60 %
Cumulative percent passing the #8 sieve:54 %
Cumulative percent passing the #16 sieve:48 %
Cumulative percent passing the #30 sieve:36 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/21/2018