DIME - Test Summary

Summary for Test 2024-04-22-22-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994781 DEA: 07322704 EFIS: 0716000067
DIST-CO-RTE-PM	07-VEN-1-1.3/26.6
Award Date	01/31/2023
Closeout Date	Not set
Work Description	CONSTRUCT PERVIOUS CONCRETE PAVEMENT
Location Description	VENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 07/13/2023)

Sample Taken Date	04/22/2024	Sample Unique Key	22
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	04/22/2024
Sample type	Department Acceptance	A brief description of the sample	LCB AGG samples
The quantity of what the sample constitutes	2 bags of AGG samples	From where was the sample collected	Source
First name of sampler or witnessed by	Avo	Last name of sampler or witnessed by	Karajian
Title of sampler	Plant Inspector	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	A&A - Oxnard	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)	91-19-0054
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	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-04-22-22

DIME Test ID: 2024-04-22-22-1

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2024-05-02

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate

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: Avo Karajian

Date of test: 04/23/2024

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

Cumulative percent passing the 1 in. sieve: 91 %

Cumulative percent passing the 3/4 in. sieve: 74 %

Cumulative percent passing the 1/2 in. sieve: 36 %

Cumulative percent passing the 3/8 in. sieve: 10 %

Cumulative percent passing the #4 sieve: 1 %

Cumulative percent passing the #8 sieve: 1 %

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

Test was verified on 5/2/2024 ✔