Summary for Test 2022-10-19-48-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout Date06/06/2024
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date10/19/2022 Sample Unique Key48
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 testing10/27/2022
Sample typeDepartment Acceptance A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes45 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byHonesto Last name of sampler or witnessed byCastillo
Title of sampler Telephone number of sampler12134537563
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAssociated Ready Mix-Sun Valley Transportation Laboratory (TL) NumberC006615
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0025
The fabricator's/manufacturer's product name for the samplePCC mix The fabricator/manufacturer designation for the sampleMix 556300
The plant numberSun Valley A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number556300 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-10-19-48
DIME Test ID: 2022-10-19-48-1
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: 2022-11-07

Test Results


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: A. Toledo
Date of test: 10/22/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 79 %
Cumulative percent passing the 1/2 in. sieve: 19 %
Cumulative percent passing the 3/8 in. sieve: 4 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/7/2022