DIME - Test Summary

Summary for Test 2022-06-08-45-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
DIST-CO-RTE-PM	07-LA-210-R0.0/R9.7
Award Date	Not set
Closeout Date	Not set
Work Description	PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 06/05/2020)

Sample Taken Date	06/08/2022	Sample Unique Key	45
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	06/10/2022
Sample type	Acceptance	A brief description of the sample	3/4" HMA-A
The quantity of what the sample constitutes	1200 tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Victor	Last name of sampler or witnessed by	Pham
Title of sampler		Telephone number of sampler	2137924794
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan- Sun Valley	Transportation Laboratory (TL) Number	C0608A1
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)	91-19-0035
The fabricator's/manufacturer's product name for the sample	220831 SVA LTR	The fabricator/manufacturer designation for the sample
The plant number	Sun Valley	A detailed description of where the material sample was collected	truck bed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-08-45

DIME Test ID: 2022-06-08-45-1

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: 2022-07-06

What type of gradation is being tested?: HMA 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.Toledo

Date of test: 06/22/2022

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: 85 %

Cumulative percent passing the 3/8 in. sieve: 71 %

Cumulative percent passing the #4 sieve: 55 %

Cumulative percent passing the #8 sieve: 38 %

Cumulative percent passing the #16 sieve: 27 %

Cumulative percent passing the #30 sieve: 18 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 3.6 %

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

Test was verified on 7/6/2022 ✔