DIME - Test Summary

Summary for Test 2020-07-27-26-10

Test performed: CTM 202-November 2011

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	07/27/2020	Sample Unique Key	26
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	08/11/2020
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R15 0.50% LAS
The quantity of what the sample constitutes	10 Bags Of Agg., 2 Bags Of Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Vulcan Sun Valley	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0489A 20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials-Sun Valley	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)	91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	220831SVA LTR	A detailed description of where the material sample was collected	Belt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-07-27-26

DIME Test ID: 2020-07-27-26-10

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2020-08-19

What size aggregate is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Satish Jain, Sebastian Ferrer

Date of test: 08/17/2020

Cumulative percent passing the 3 in. sieve: 100 %

Cumulative percent passing the 2 1/2 in. sieve: 100 %

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: 86 %

Cumulative percent passing the 3/8 in. sieve: 72 %

Cumulative percent passing the #4 sieve: 49 %

Cumulative percent passing the #8 sieve: 36 %

Cumulative percent passing the #16 sieve: 25 %

Cumulative percent passing the #30 sieve: 16 %

Cumulative percent passing the #50 sieve: 10 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 4 %

General comments (publicly viewable) (Max 1000 characters): Combined Aggregate/RAP Gradation w/Correlation Factors Applied

Test was verified on 8/19/2020 ✔