DIME - Test Summary

Summary for Test 2022-06-17-19-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993387 DEA: 07323404 EFIS: 0716000064
DIST-CO-RTE-PM	07-LA-5-R59.5/R67.9
Award Date	Not set
Closeout Date	Not set
Work Description	PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description	LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level	1 (Verified on 12/06/2021)

Sample Taken Date	06/17/2022	Sample Unique Key	19
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	06/21/2022
Sample type	Verification	A brief description of the sample	LCB Aggregate
The quantity of what the sample constitutes	LCB-RS Mix Qualification	From where was the sample collected	Source
First name of sampler or witnessed by	MD	Last name of sampler or witnessed by	Shahjahan
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving Company	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)	LCB - Recycled
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	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-17-19

DIME Test ID: 2022-06-17-19-1

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: 2022-07-13

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: Avo Karajian

Date of test: 06/21/2022

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: 97 %

Cumulative percent passing the 1/2 in. sieve: 81 %

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

Cumulative percent passing the #4 sieve: 37 %

Cumulative percent passing the #8 sieve: 27 %

Cumulative percent passing the #16 sieve: 21 %

Cumulative percent passing the #30 sieve: 15 %

Cumulative percent passing the #50 sieve: 10 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 5.4 %

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

Test was verified on 7/13/2022 ✔