DIME - Test Summary

Summary for Test 2022-06-18-18-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215212 DEA: 081F1434 EFIS: 0815000233
DIST-CO-RTE-PM	08-RIV-15-38.2/51.5
Award Date	12/04/2020
Closeout Date	03/01/2023
Work Description	INDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT.
Location Description	RIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION
QA Service Level	1 (Verified on 03/30/2021)

Sample Taken Date	06/18/2022	Sample Unique Key	18
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 testing	06/19/2022
Sample type	Department Acceptance	A brief description of the sample	1/2" RHMA-G-SP
The quantity of what the sample constitutes	1 Bag of Combined Aggregate	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	AAA	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	AAA Corona	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	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 number	106836	A detailed description of where the material sample was collected	Belt Cut at All American Corona Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-18-18

DIME Test ID: 2022-06-18-18-1

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

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: 06/19/2022

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: 95 %

Cumulative percent passing the 3/8 in. sieve: 83 %

Cumulative percent passing the #4 sieve: 42 %

Cumulative percent passing the #8 sieve: 21 %

Cumulative percent passing the #16 sieve: 14 %

Cumulative percent passing the #30 sieve: 10 %

Cumulative percent passing the #50 sieve: 7 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 3.4 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2022 ✔