Test 2020-03-11-8-2 (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 Date3/11/2020 Sample Unique Key8
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 testing3/11/2020
Sample typeQuality Assurance A brief description of the sample1x 4 Pcc Aggregate
The quantity of what the sample constitutes50 lbs From where was the sample collectedSource
First name of sampler or witnessed byIrene Last name of sampler or witnessed byKwan
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCentral Concrete Supply 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)91-49-0032::MARK WEST 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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-03-11-8
DIME Test ID: 2020-03-11-8-2
Testing Lab: ZZCT - Sacramento DIME Development-AVS Testing Internal
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-03-11
Test Results

What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Irene Kwan
Date of test: 03/12/2020
Mass retained on the 2 in. sieve: 0 grams
Mass retained on the 1 1/2 in. sieve: 0 grams
Mass retained on the 1 in. sieve: 0 grams
Mass retained on the 3/4 in. sieve: 182 grams
Mass retained on the 1/2 in. sieve: 1438 grams
Mass retained on the 3/8 in. sieve: 724 grams
Total sample mass passing the #4 sieve: 1353.6 grams
Mass retained on the #4 sieve: 1204 grams
Total mass of material in the sample: 3628 grams
Mass retained on the #8 sieve: 144.3 grams
Mass retained on the #16 sieve: 214 grams
Mass retained on the #30 sieve: 400.2 grams
Mass retained on the #50 sieve: 403.3 grams
Mass retained on the #100 sieve: 185.6 grams
Mass retained on the #200 sieve: 1.5 grams
Mass retained on the pan (fine aggregate): 2 grams
Total mass of fine material in the sample: 500 grams
Total mass of coarse aggregate: 3548 grams
Total mass of fine aggregate: 1350.9 grams
Percentage of coarse material: 72.4 %
Percentage of fine material: 27.6 %
Cumulative percent passing the 2 in. sieve:100 %
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:96.3 %
Cumulative percent passing the 1/2 in. sieve:67 %
Cumulative percent passing the 3/8 in. sieve:52.2 %
Cumulative percent passing the #4 sieve:27.6 %
Cumulative percent passing the #8 sieve:24.7 %
Cumulative percent passing the #16 sieve:20.3 %
Cumulative percent passing the #30 sieve:12.1 %
Cumulative percent passing the #50 sieve:3.9 %
Cumulative percent passing the #100 sieve:0.1 %
Cumulative percent passing the #200 sieve:0 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 03/11/2020