Summary for Test 2023-10-31-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993781
DEA: 07322404
EFIS: 0716000055
DIST-CO-RTE-PM07-LA-134-R12.6,R12.9
Award Date08/03/2022
Closeout DateNot set
Work DescriptionREMOVE BRIDGE RAILING AND PLACE CONCRETE BARRIER.
Location DescriptionLOS ANGELES COUNTY IN PASADENA AT ARROYO SECO BRIDGE AND AT THE ORANGE GROVE BOULEVARD ON-RAMP OVERCROSSING
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date10/31/2023 Sample Unique Key19
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 testing10/31/2023
Sample typeDepartment Acceptance A brief description of the sample3/8 x No. 8 PCC Aggregate
The quantity of what the sample constitutes20+ CY From where was the sample collectedManufacturer
First name of sampler or witnessed byHonesto Last name of sampler or witnessed byCastillo
Title of samplerMREAS Telephone number of sampler12134537563
Laboratory sample identification47B Linked DIME Sample ID2023-10-31-18 & 2023-10-31-20
The fabricator/manufacturer/facility nameCemex Ready Mix Los Angeles Transportation Laboratory (TL) NumberC006715
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)91-36-0106
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number4479A 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 Size3/8 inch
The concrete mix design number1610837 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-10-31-19
DIME Test ID: 2023-10-31-19-1
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: 2023-11-03

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: Honesto Castillo
Date of test: 10/31/2023
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 24 %
Cumulative percent passing the #8 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/3/2023