Test 2020-12-18-1-4 (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 Date12/18/2020 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 testing12/18/2020
Sample typeQuality Assurance A brief description of the sample?
The quantity of what the sample constitutes? From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byO'Mara
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namejomara fabricator Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)SMARA
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedUnknown
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-12-18-1
DIME Test ID: 2020-12-18-1-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-12-23
Test Results

What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: John OMara
Date of test: 12/23/2020
Total mass of material in the sample: 100 grams
Cumulative mass retained on the 1 1/2 in. sieve: 1 grams
Cumulative mass retained on the 1 in. sieve: 1 grams
Cumulative mass retained on the 3/4 in. sieve: 1 grams
Cumulative mass retained on the 1/2 in. sieve: 12 grams
Cumulative mass retained on the 3/8 in. sieve: 5 grams
Cumulative mass retained on the #4 sieve: 36 grams
Total sample mass passing the #4 sieve: 47 grams
Total mass of fine material in the sample: 47 grams
Cumulative mass retained on the #8 sieve: 25 grams
Cumulative mass retained on the #16 sieve: 7 grams
Cumulative mass retained on the #30 sieve: 3 grams
Cumulative mass retained on the #50 sieve: 4 grams
Cumulative mass retained on the #100 sieve: 3 grams
Cumulative mass retained on the #200 sieve: 1.9 grams
Cumulative percent passing the 1 1/2 in. sieve:99 %
Cumulative percent passing the 1 in. sieve:99 %
Cumulative percent passing the 3/4 in. sieve:99 %
Cumulative percent passing the 1/2 in. sieve:88 %
Cumulative percent passing the 3/8 in. sieve:95 %
Cumulative percent passing the #4 sieve:64 %
Cumulative percent passing the #8 sieve:30 %
Cumulative percent passing the #16 sieve:54.5 %
Cumulative percent passing the #30 sieve:59.9 %
Cumulative percent passing the #50 sieve:58.6 %
Cumulative percent passing the #100 sieve:59.9 %
Cumulative percent passing the #200 sieve:61.41 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/23/2020