Summary for Test 2020-05-29-19-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
DIST-CO-RTE-PM08-RIV-15-15-54.2/54.3
Award Date01/02/2020
Closeout Date05/26/2022
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
QA Service Level1 (Verified on 03/20/2020)

Sample Information

Sample Taken Date05/29/2020 Sample Unique Key19
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 testing05/29/2020
Sample typeQuality Assurance A brief description of the sampleHMA-A 3/4" R24 PG64-28M
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed bySeyed Last name of sampler or witnessed byMirgati
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Lake Elsinore 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)91-33-0098
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 collectedIntercepting discharged into the weigh hopper
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design number53417615 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-29-19
DIME Test ID: 2020-05-29-19-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-06-11

Test Results


What type of gradation is being tested?: Combined 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: Calculated
Tester's full name: A. Alzubi
Date of test: 06/02/2020
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2020