DIME - Test Summary

Summary for Test 2022-07-26-25-1

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	04/03/2020
Closeout Date	06/06/2024
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	07/26/2022	Sample Unique Key	25
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	07/26/2022
Sample type	Quality Assurance	A brief description of the sample	3/8" HMA type A
The quantity of what the sample constitutes	100 Tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Kevin	Last name of sampler or witnessed by	Hopkins
Title of sampler	Plant Inspector	Telephone number of sampler
Laboratory sample identification	KH201A	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials Sun Valley #2	Transportation Laboratory (TL) Number	C072622A
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)	91-19-0021
The fabricator's/manufacturer's product name for the sample	CT Dike Mix 63763-2	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	HMA Hot Bins
Where the material sample would have been placed if not sampled	Roadbed	Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-07-26-25

DIME Test ID: 2022-07-26-25-1

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: 2022-08-11

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: Kevin Hopkins

Date of test: 07/26/2022

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: 100 %

Cumulative percent passing the 3/8 in. sieve: 99 %

Cumulative percent passing the #4 sieve: 82 %

Cumulative percent passing the #8 sieve: 63 %

Cumulative percent passing the #16 sieve: 44 %

Cumulative percent passing the #30 sieve: 29 %

Cumulative percent passing the #50 sieve: 19 %

Cumulative percent passing the #100 sieve: 11 %

Cumulative percent passing the #200 sieve: 5 %

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

Test was verified on 8/11/2022 ✔