Summary for Test 2021-06-07-8-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
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.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date06/07/2021 Sample Unique Key8
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/08/2021
Sample typeVerification A brief description of the sampleBin 1: 1/4, Bin 2: 3/8, Bin 3: 1/2, MF
The quantity of what the sample constitutes3 bins (2 bags per bin plus bag of MF) From where was the sample collectedSource
First name of sampler or witnessed byJane Last name of sampler or witnessed byDoe
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar Industries Inc 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, name of Pit or Job Site)91-48-0002::LAKE HERMAN QUARRY
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 collectedHot bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-07-8
DIME Test ID: 2021-06-07-8-1
Testing Lab: CT HQ - Sacramento 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: 2021-06-10

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 06/10/2021
Cumulative Mass RetainedCumulative Percent Passing
3831.7 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
128.4 grams96.6 %
572.9 grams85 %
1545.6 grams59.7 %
220.6 grams36.6 %
332.3 grams25 %
400.2 grams17.9 %
444.9 grams13.2 %
499.3 grams7.5 %
524.5 grams4.87 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/10/2021