Summary for Test 2024-09-04-36-2

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 995535
DEA: 120T8704
EFIS: 1222000110
DIST-CO-RTE-PM12-ORA-5,57-30.3/39.6,10.7/21.8
Award Date03/01/2024
Closeout Date06/23/2025
Work DescriptionAPPLY METHACRYLATE, POLYESTER CONCRETE, AND REPLACE JOINT SEALS.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS ON ROUTE 5 FROM ROUTE 5/55 SEPARATION TO EUCLID STREET OVERCROSSING AND ON ROUTE 57 FROM ROUTE 5/57 SEPARATION TO TONNER CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 01/26/2024)

Sample Information

Sample Taken Date09/04/2024 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing09/04/2024 Sample typeQuality Control
A brief description of the sample3/8" x #8 Aggregate The quantity of what the sample constitutes1306.0g
From where was the sample collectedFabricator First name of sampler or witnessed byDonald
Last name of sampler or witnessed byJuneman Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFolsom Ready Mix
Transportation Laboratory (TL) Number 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)91-45-0061
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 collectedFolsom Ready Mix Stockpile
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 Number

Test Details

DIME Sample ID: 2024-09-04-36
DIME Test ID: 2024-09-04-36-2
Testing Lab: Precast Unlimited Inc.
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-09-06

Test Results


What type of gradation is being tested?: 0.375 in x No. 8 - 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: Sean Steele
Date of test: 09/05/2024
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 15 %
Cumulative percent passing the #8 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/6/2024 ✔