DIME - Test Summary

Summary for Test 2022-03-25-30-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215220 DEA: 07210624 EFIS: 0719000068
DIST-CO-RTE-PM	07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date	02/05/2021
Closeout Date	Not set
Work Description	PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location Description	IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level	1 (Verified on 03/24/2021)

Sample Taken Date	03/25/2022	Sample Unique Key	30
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	03/28/2022
Sample type	Department Acceptance	A brief description of the sample	3/8
The quantity of what the sample constitutes	40 CY	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	zaid	Last name of sampler or witnessed by	Abdelkhaliq
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	ROBERTSONS POMONA	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)	91-33-0008
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	20
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-03-25-30

DIME Test ID: 2022-03-25-30-1

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: 2022-05-24

What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate

Individual or cumulative mass retained on each sieve?: Individual 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: Zaid Abdelkhaliq

Date of test: 03/30/2022

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

Cumulative percent passing the 3/8 in. sieve: 94 %

Cumulative percent passing the #4 sieve: 18 %

Cumulative percent passing the #8 sieve: 5 %

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

Test was verified on 5/24/2022 ✔