Summary for Test 2026-05-20-93-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1001940
DEA: 023J52U4
EFIS: 0225000084
DIST-CO-RTE-PM02-TEH-36-15.7/16.4
Award Date01/12/2026
Closeout Date09/25/2026
Work DescriptionHorse Gulch Combined
Location DescriptionNot set
QA Service Level1 (Verified on 02/04/2026)

Sample Information

Sample Taken Date05/20/2026 Sample Unique Key93
Date that the sample was received by the laboratory/organization performing the testing05/20/2026 Sample typeVerification
A brief description of the sampleUntreated 3/4-inch Sized Virgin Aggregate The quantity of what the sample constitutesJMF Verification/Annual Soundness Testing
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identificationD80204A
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction — Aggregate Products (Redding, CA)
Transportation Laboratory (TL) Number854566A Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3944669

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0019::Aggregate Products (Redding, CA)
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 collectedUntreated Sized Virgin Aggregate Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-05-20-93
DIME Test ID: 2026-05-20-93-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-06-15

Test Results


What type of gradation is being tested?: HMA Gradation
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?: No
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 05/27/2026
Cumulative Mass RetainedCumulative Percent Passing
5067.1 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
316.0 grams94 %
2622.0 grams48 %
4481.0 grams12 %
4979.0 grams2 %
4990.1 grams2 %
4993.5 grams1 %
4997.1 grams1 %
5001.9 grams1 %
5007.8 grams1 %
5014.9 grams1 %
5015.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2026 ✔