Summary for Test 2025-08-15-61-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1001312
DEA: 11432844
EFIS: 1125000219
DIST-CO-RTE-PM11---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/15/2025 Sample Unique Key61
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 testing08/21/2025
Sample typePer Request A brief description of the samplePlant Sample
The quantity of what the sample constitutes1 bag From where was the sample collectedSupplier
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler6199366795
Laboratory sample identification25-08-15-61-A Linked DIME Sample ID2025-08-15-60
The fabricator/manufacturer/facility nameVulcan Otay 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)Not Provided
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number820801 Otay Val

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2025-09-18: HMA Aggregates (Size 1-1/2"): Sieve Analysis With RAP22025-08-15-61-3

Test Details

DIME Sample ID: 2025-08-15-61
DIME Test ID: 2025-08-15-61-3
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-09-22

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 09/22/2025
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1499.9 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
2.8 grams0.0 %100 %
19.3 grams0.0 %99 %
325.9 grams-1.5 %77 %
580.6 grams-1.0 %60 %
794.9 grams-0.5 %47 %
989.6 grams-2.0 %32 %
1178.1 grams-1.3 %20 %
1309.9 grams-1.0 %12 %
1382.2 grams-1.5 %6.3 %
1382.2 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2025