Summary for Test 2023-09-28-133-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 995107
DEA: 081P3104
EFIS: 0823000157
DIST-CO-RTE-PM08-RIV-60-21.369/21.369
Award Date06/26/2023
Closeout Date07/31/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date09/28/2023 Sample Unique Key133
Date that the sample was received by the laboratory/organization performing the testing09/28/2023 Sample typeQuality Control
A brief description of the sample1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand The quantity of what the sample constitutes1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand
From where was the sample collectedManufacturer First name of sampler or witnessed byBenjamin
Last name of sampler or witnessed byAragon Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCon-Fab California, LLC Shafter
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)Con-Fab California, LLC
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 collectedStockpile at the Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-28-133
DIME Test ID: 2023-09-28-133-1
Testing Lab: Con-Fab California Corporation - Shafter
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-06-11

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): Yes
Input Type: Calculated
Tester's full name: Patrick Baddu
Date of test: 09/28/2023
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: 92.4 %
Cumulative percent passing the 3/8 in. sieve: 74.2 %
Cumulative percent passing the #4 sieve: 56.2 %
Cumulative percent passing the #8 sieve: 43.9 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 21.1 %
Cumulative percent passing the #50 sieve: 8.8 %
Cumulative percent passing the #100 sieve: 1.9 %
Cumulative percent passing the #200 sieve: 0.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2024 ✔