Test 2018-01-12-2-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
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.
Sample Information
Sample Taken Date1/12/2018 Sample Unique Key2
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 testing1/12/2018
Sample typeVerification A brief description of the sampleVirgin 3/4-inch Type A
The quantity of what the sample constitutesJMF From where was the sample collectedManufacturer
First name of sampler or witnessed bya Last name of sampler or witnessed bya
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameSNC - Mustang Asphalt Plant 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)MSHA IDs 2602089 and 2602404
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample5202
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
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 JMF Verification ID JMF3513-2018-7
Test Details
DIME Sample ID: 2018-01-12-2
DIME Test ID: 2018-01-12-2-1
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: 2018-01-19
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: 01/12/2018
Total mass of material in the sample: 5214 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: 287 grams
Cumulative mass retained on the 1/2 in. sieve: 975 grams
Cumulative mass retained on the 3/8 in. sieve: 1591 grams
Mass retained on the 1/4 in. sieve: 2455 grams
Cumulative mass retained on the #4 sieve: 2903 grams
Total sample mass passing the #4 sieve: 2311 grams
Total mass of fine material in the sample: 513.2 grams
Cumulative mass retained on the #8 sieve: 162.8 grams
Cumulative mass retained on the #16 sieve: 262.9 grams
Cumulative mass retained on the #30 sieve: 332.4 grams
Cumulative mass retained on the #50 sieve: 397 grams
Cumulative mass retained on the #100 sieve: 444.2 grams
Cumulative mass retained on the #200 sieve: 466.5 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:94 %
Cumulative percent passing the 1/2 in. sieve:81 %
Cumulative percent passing the 3/8 in. sieve:69 %
Cumulative percent passing the 1/4 in. sieve:53 %
Cumulative percent passing the #4 sieve:44 %
Cumulative percent passing the #8 sieve:30 %
Cumulative percent passing the #16 sieve:21 %
Cumulative percent passing the #30 sieve:16 %
Cumulative percent passing the #50 sieve:10 %
Cumulative percent passing the #100 sieve:6 %
Cumulative percent passing the #200 sieve:4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/12/2018