Summary for Test 2026-05-21-71-3

Test performed: AASHTO T104-99r16

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
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 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: 2026-05-21-71-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Test Release Date: 2026-08-19

Test Results


Percentage of the total sample represented by each size

Size of aggregate being tested: Coarse and Fine Aggregate
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Previously used
Number of immersion cycles performed: 5
Input Type: Calculated
Tester's full name: David Padilla
Date of test: 08/17/2026
Percentage of 2 ½ x 1 ½ material loss: 0 %
Percentage of 1 ½ x ¾ inch material loss: 0 %
Percentage of ¾ x ⅜ inch material loss: 0.7 %
Percentage of ⅜ inch x No. 4 material loss: 0.5 %
Percentage of No. 4 x 8 material loss: 1.6 %
Percentage of No. 8 x 16 material loss: 0 %
Percentage of No. 16 x 30 material loss: 0 %
Percentage of No. 30 x 50 material loss: 0 %
Coarse weighted average loss: 0.3 %
Fine weighted average loss: 1.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/19/2026