Summary for Test 2022-08-23-49-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date08/23/2022 Sample Unique Key49
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 testing08/22/2022
Sample typeQuality Control A brief description of the sample3/8
The quantity of what the sample constitutes1005 From where was the sample collectedJob Site
First name of sampler or witnessed byRoberto Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namecon fab Transportation Laboratory (TL) Number
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)SMARA 91 15 0041
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedsilo
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-23-49
DIME Test ID: 2022-08-23-49-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-09-07

Test Results


What type of gradation is being tested?: Combined Gradation
Has the fine aggregate sample been reduced? (question for combined gradation type):
Input Type: Calculated
Tester's full name: Edward Allen
Date of test: 08/23/2022
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 19 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/7/2022