Summary for Test 2026-08-19-64-8

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1001687
DEA: 11430344
EFIS: 1118000104
DIST-CO-RTE-PM11-SD-5,54,94,125-Var
Award DateNot set
Closeout DateNot set
Work DescriptionCULVERTS RESTORATION, RHMA, JPCP, ISR, BARRIER, LANDSCAPE, ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 02/05/2026)

Sample Information

Sample Taken Date08/19/2026 Sample Unique Key64
Date that the sample was received by the laboratory/organization performing the testing07/16/2026 Sample typeQuality Assurance
A brief description of the samplePlant Sample The quantity of what the sample constitutes4 boxes
From where was the sample collectedSupplier First name of sampler or witnessed byGerardo
Last name of sampler or witnessed byCordero Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMM Lakeside
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number23418180T3
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)0 WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-08-19-64
DIME Test ID: 2026-08-19-64-8
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: 2026-09-15

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/15/2026
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1899.1 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams-0.7 %99 %
284.2 grams-0.2 %85 %
649.9 grams-0.5 %65 %
1326.4 grams0.2 %30 %
1479.1 grams-1.1 %21 %
1609.7 grams-0.1 %15 %
1695.3 grams0.1 %11 %
1759.1 grams0.4 %8 %
1805.1 grams0.8 %6 %
1831.8 grams0.9 %4.4 %
1840.4 grams
General comments (publicly viewable) (Max 1000 characters): Complies per Mix Design 35-11 Page 4

Test was verified on 9/15/2026 ✔