Summary for Test 2022-01-29-35-1

Test performed: ASTM C136-19

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 Date01/29/2022 Sample Unique Key35
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 testing02/02/2022
Sample typeDepartment Acceptance A brief description of the sampleLCBRS-Aggregate
The quantity of what the sample constitutes328 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 identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFCI PCC Portable Plant Transportation Laboratory (TL) Number5760
Inspector Lot Number from the Transportation Laboratory (TL) FormC-006550 Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Onsite Stockpile
The fabricator's/manufacturer's product name for the sampleLCBRS The fabricator/manufacturer designation for the sampleFIW110-1
The plant numberPacoima A detailed description of where the material sample was collectedOnsite Stockpile
Where the material sample would have been placed if not sampledLCBRS Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberFIW110-1 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-29-35
DIME Test ID: 2022-01-29-35-1
Testing Lab: CT D07 - Plant Services
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-03-03

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type):
Input Type: Calculated
Tester's full name: Honesto Castillo
Date of test: 01/29/2022
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 96 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 53 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/3/2022