DIME - Test Summary

Summary for Test 2021-11-29-11-9

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215697 DEA: 07318204 EFIS: 0715000286
DIST-CO-RTE-PM	07-LA-Route 1-4.0/4.2
Award Date	Not set
Closeout Date	Not set
Work Description	CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description	near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
QA Service Level	1 (Verified on 08/26/2021)

Sample Taken Date	11/29/2021	Sample Unique Key	11
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	12/01/2021
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R15, 0.5 % LAS
The quantity of what the sample constitutes	10 Bags of Aggregate, 2 Bags of RAP	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Thomas	Last name of sampler or witnessed by	Shivers
Title of sampler		Telephone number of sampler
Laboratory sample identification	0655A-21	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan 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)	91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP R15	The fabricator/manufacturer designation for the sample
The plant number	220831 SVA 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: 2021-11-29-11

DIME Test ID: 2021-11-29-11-9

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: 2021-12-13

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: Amir Behjati

Date of test: 12/07/2021

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: 99 %

Cumulative percent passing the #4 sieve: 79 %

Cumulative percent passing the #8 sieve: 59 %

Cumulative percent passing the #16 sieve: 45 %

Cumulative percent passing the #30 sieve: 33 %

Cumulative percent passing the #50 sieve: 23 %

Cumulative percent passing the #100 sieve: 15 %

Cumulative percent passing the #200 sieve: 10.7 %

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

Test was verified on 12/13/2021 ✔