Summary for Test 2026-05-21-71-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 1002288
DEA: 024K0004
DIST-CO-RTE-PM02---unknown
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/08/2026)

Sample Information

Sample Taken Date05/21/2026 Sample Unique Key71
Date that the sample was received by the laboratory/organization performing the testing05/21/2026 Sample typeVerification
A brief description of the sample3 bags of Untreated 3/8-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 identificationD80207B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Transportation Laboratory (TL) Number854569B 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)91-45-0017::Fawndale Rock Quarry (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 Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-05-21-71
DIME Test ID: 2026-05-21-71-2
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: 2026-06-23

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: Dacota Mei
Date of test: 05/27/2026
Cumulative Mass RetainedCumulative Percent Passing
1136.5 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
64.7 grams94 %
808.0 grams29 %
1058.0 grams7 %
1072.0 grams6 %
1074.3 grams5 %
1076.8 grams5 %
1083.2 grams5 %
1092.9 grams3.8 %
1093.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/23/2026 ✔