DIME - Test Summary

Summary for Test 2020-09-18-21-9

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
DIST-CO-RTE-PM	07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date	05/27/2016
Closeout Date	08/01/2023
Work Description	CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description	LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level	1 (Verified on 03/16/2016)

Sample Taken Date	09/18/2020	Sample Unique Key	21
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	09/22/2020
Sample type	Verification	A brief description of the sample	JMF 3/4" HMA-A-SP R21 0.50% LAS
The quantity of what the sample constitutes	4 Bags Coldfeed Agg., 3 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Honesto	Last name of sampler or witnessed by	Castillo
Title of sampler		Telephone number of sampler
Laboratory sample identification	0544A-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials- Irwindale	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)	91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP	The fabricator/manufacturer designation for the sample
The plant number	220817A IRW SJR	A detailed description of where the material sample was collected	Belt Cut at Vulcan Materials-Irwindale
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: 2020-09-18-21

DIME Test ID: 2020-09-18-21-9

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: 2020-09-30

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

Date of test: 09/26/2020

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: 100 %

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

Cumulative percent passing the 3/8 in. sieve: 98 %

Cumulative percent passing the #4 sieve: 76 %

Cumulative percent passing the #8 sieve: 55 %

Cumulative percent passing the #16 sieve: 41 %

Cumulative percent passing the #30 sieve: 31 %

Cumulative percent passing the #50 sieve: 22 %

Cumulative percent passing the #100 sieve: 15 %

Cumulative percent passing the #200 sieve: 10 %

General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 9/30/2020 ✔