Summary for Test 2021-10-05-43-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215556
DEA: 081L6504
EFIS: 0820000131
DIST-CO-RTE-PM08--,58-
Award Date06/18/2021
Closeout Date04/08/2022
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date10/05/2021 Sample Unique Key43
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 testing10/05/2021
Sample typeQuality Assurance A brief description of the sample1x 4 Pcc Aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerte Telephone number of sampler
Laboratory sample identificationtest 1 20 cy out at 500 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Barstow 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)91-33-0068
The fabricator's/manufacturer's product name for the sampleRobertsons Lucerne Quarry The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedAt the plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numbersm446b2R Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-05-43
DIME Test ID: 2021-10-05-43-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-10-29

Test Results


What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Sinh Le
Date of test: 10/05/2021
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 94 %
Cumulative percent passing the 3/4 in. sieve: 77 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 25 %
Cumulative percent passing the #4 sieve: 10 %
Cumulative percent passing the #8 sieve: 3 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 38 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/29/2021