DIME - Test Summary

Summary for Test 2022-06-10-46-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
DIST-CO-RTE-PM	07-LA-210-R0.0/R9.7
Award Date	04/03/2020
Closeout Date	06/06/2024
Work Description	PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 06/05/2020)

Sample Taken Date	06/10/2022	Sample Unique Key	46
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	06/16/2022
Sample type	Department Acceptance	A brief description of the sample	1 x 4 PCC Aggregate and Sand
The quantity of what the sample constitutes	300 CYS	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Gerry	Last name of sampler or witnessed by	Zubieta
Title of sampler	Transportation Engineer	Telephone number of sampler
Laboratory sample identification	6866	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Flat Iron Portable @ 210 & Paxton	Transportation Laboratory (TL) Number	924178
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)	91-19-0023
The fabricator's/manufacturer's product name for the sample	JPCP RSC	The fabricator/manufacturer designation for the sample	Portable Plant
The plant number		A detailed description of where the material sample was collected	Conveyor Belt feeding weight hopper at the Plant
Where the material sample would have been placed if not sampled	PCC SLAB	Primary Aggregate Nominal Size	1 inch
The concrete mix design number	3215-06	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-06-10-46

DIME Test ID: 2022-06-10-46-1

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: 2022-09-19

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: Gerardo Zubieta

Date of test: 06/10/2022

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

Cumulative percent passing the 1 in. sieve: 93 %

Cumulative percent passing the 3/4 in. sieve: 68 %

Cumulative percent passing the 1/2 in. sieve: 58 %

Cumulative percent passing the 3/8 in. sieve: 22 %

Cumulative percent passing the #4 sieve: 6 %

Cumulative percent passing the #8 sieve: 3 %

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

Test was verified on 9/19/2022 ✔