Summary for Test 2022-06-24-59-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215212
DEA: 081F1434
EFIS: 0815000233
DIST-CO-RTE-PM08-RIV-15-38.2/51.5
Award Date12/04/2020
Closeout Date03/01/2023
Work DescriptionINDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT.
Location DescriptionRIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION
QA Service Level1 (Verified on 03/30/2021)

Sample Information

Sample Taken Date06/24/2022 Sample Unique Key59
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 testing06/25/2022
Sample typeDepartment Acceptance A brief description of the sample1/2" RHMA-G-SP
The quantity of what the sample constitutes1 Bag of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAAA Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Corona 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)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number106836 A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
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: 2022-06-24-59
DIME Test ID: 2022-06-24-59-1
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: 2022-09-26

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: Chizitere Ozuruigbo
Date of test: 06/25/2022
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 93 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 35 %
Cumulative percent passing the #8 sieve: 17 %
Cumulative percent passing the #16 sieve: 12 %
Cumulative percent passing the #30 sieve: 9 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2022