DIME - Test Summary

Summary for Test 2024-03-05-30-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994869 DEA: 073237U4 EFIS: 0720000224
DIST-CO-RTE-PM	07-VEN-150-13.3/19
Award Date	03/27/2023
Closeout Date	Not set
Work Description	PLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location Description	VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
QA Service Level	1 (Verified on 06/26/2023)

Sample Taken Date	03/05/2024	Sample Unique Key	30
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	03/12/2024
Sample type	Verification	A brief description of the sample	JMF-3/4" HMA-A-SP R 0 0.5% LAS
The quantity of what the sample constitutes	4 Bags Of Combined Aggregate	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Avo	Last name of sampler or witnessed by	Karajian
Title of sampler		Telephone number of sampler
Laboratory sample identification	0133A-24	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials- Saticoy	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 - 91-19-0020
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Belt Cut at Vulcan Materials- Saticoy
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	220817 SAT LTR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-03-05-30

DIME Test ID: 2024-03-05-30-10

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: 2024-05-14

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?: Yes

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

Input Type: Calculated

Tester's full name: Satish Jain/M. Campos

Date of test: 03/23/2024

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: 88 %

Cumulative percent passing the 3/8 in. sieve: 74 %

Cumulative percent passing the #4 sieve: 48 %

Cumulative percent passing the #8 sieve: 36 %

Cumulative percent passing the #16 sieve: 26 %

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: 4.6 %

General comments (publicly viewable) (Max 1000 characters): Combined Virgin. Agg. Gradation

Test was verified on 5/14/2024 ✔