Summary for Test 2022-10-06-63-1

Test performed: ASTM C117-17

Project Information

Project IdentifiersProject ID: 994193
DEA: 041Y7304
EFIS: 0223000019
DIST-CO-RTE-PM04-ALA,SIS-80,97-6,6, 6.65/6.65, 6/35
Award Date07/21/2022
Closeout Date09/12/2023
Work DescriptionGilman Street UC
Location DescriptionNot set
QA Service Level1 (Verified on 08/26/2022)

Sample Information

Sample Taken Date10/06/2022 Sample Unique Key63
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 testing09/30/2022
Sample typeQuality Control A brief description of the sample3/8
The quantity of what the sample constitutes1023 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 nameGranite Solari 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 91-15-0114
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 Number

Test Details

DIME Sample ID: 2022-10-06-63
DIME Test ID: 2022-10-06-63-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Test Release Date: 2022-11-09

Test Results


Input Type: Calculated
Tester's full name: Roberto Reyes
Date of test: 10/06/2022
The method used?: Procedure A
Percent finer than No. 200 sieve: 1.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/9/2022