Summary for Test 2025-05-27-94-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215038
DEA: 051J7804
EFIS: 0518000052
DIST-CO-RTE-PM05-SLO-101-61.88/61.88
Award Date10/22/2024
Closeout Date07/02/2026
Work DescriptionSAFETY IMPROVEMENTS
Location DescriptionWELLSONA SAFETY IMPROVEMENTS, SLO 101
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date05/27/2025 Sample Unique Key94
Date that the sample was received by the laboratory/organization performing the testing05/27/2025 Sample typeQuality Control
A brief description of the sampleGarey Washed Concrete Sand The quantity of what the sample constitutes78 cy
From where was the sample collectedSupplier First name of sampler or witnessed byEthan
Last name of sampler or witnessed byBetty Title of samplerQC Technician
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalPortland Construction - Garey
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)91-42-0014
The fabricator's/manufacturer's product name for the sampleGarey Washed Concrete Sand The fabricator/manufacturer designation for the sample
The plant numberPaso Robles A detailed description of where the material sample was collectedA stockpile sample pad
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number590RN1010 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-05-27-94
DIME Test ID: 2025-05-27-94-1
Testing Lab: CalPortland
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-07-29

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Ethan Betty
Date of test: 07/29/2025
Cumulative Percent Passing
100 %
99 %
89 %
75 %
50 %
24 %
6 %
2.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/29/2025 ✔