Summary for Test 2023-04-27-38-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994350
DEA: 070W1204
EFIS: 0721000060
DIST-CO-RTE-PM07-LA-2-24.4/46.0
Award Date01/20/2023
Closeout Date11/02/2023
Work DescriptionSLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LA CANADA FLINTRIDGE AND PASADENA FROM ROUTE 2/210 SEPARATION TO 3.3 MILES EAST OF UPPER BIG TUJUNGA CANYON ROAD
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date04/27/2023 Sample Unique Key38
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 testing04/28/2023
Sample typeDepartment Acceptance A brief description of the sample3/4 AC Aggregate
The quantity of what the sample constitutes600 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byHonesto Last name of sampler or witnessed byCastillo
Title of samplerMREAS Telephone number of sampler12134537563
Laboratory sample identification018 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt-Irwindale Transportation Laboratory (TL) NumberC006670
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)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 HMA Type A R15 The fabricator/manufacturer designation for the sample105793
The plant number A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-27-38
DIME Test ID: 2023-04-27-38-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-05

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: Honesto Castillo
Date of test: 04/28/2023
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 89 %
Cumulative percent passing the 3/8 in. sieve: 78 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.8 %
General comments (publicly viewable) (Max 1000 characters): Test results was combined with 15% RAP

Test was verified on 5/5/2023