Summary for Test 2024-07-16-12-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 215456
DEA: 07293604
EFIS: 0713000238
DIST-CO-RTE-PM07-LA-405-14.3/15.8
Award Date05/26/2021
Closeout Date07/03/2025
Work DescriptionCONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS.
Location DescriptionLOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET
QA Service Level1 (Verified on 07/07/2021)

Sample Information

Sample Taken Date07/16/2024 Sample Unique Key12
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 testing07/16/2024
Sample typeAcceptance A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes80 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 sampler2134537563
Laboratory sample identification030A Linked DIME Sample ID2024-07-16-14
The fabricator/manufacturer/facility nameCemex Ready Mix Concrete-Inglewood Transportation Laboratory (TL) NumberC006809
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

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 number4478B A detailed description of where the material sample was collectedPlant Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number1505437 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-07-16-12
DIME Test ID: 2024-07-16-12-1
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: 2024-08-09

Test Results


What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Honesto Castillo
Date of test: 07/16/2024
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: 16 %
Cumulative percent passing the 1/2 in. sieve: 26 %
Cumulative percent passing the 3/8 in. sieve: 6 %
Cumulative percent passing the #4 sieve: 2 %
Cumulative percent passing the #8 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2024