Summary for Test 2026-06-17-109-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1001960
DEA: 081J65U4
EFIS: 0824000091
DIST-CO-RTE-PM08-RIV-10-0.0/R8.2
Award DateNot set
Closeout DateNot set
Work DescriptionHMA, RHMA, JPCP, JPCP(RSC), and individual slab replacement (RSC).
Location DescriptionNot set
QA Service Level1 (Verified on 03/23/2026)

Sample Information

Sample Taken Date06/17/2026 Sample Unique Key109
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 testing06/18/2026
Sample typeAcceptance A brief description of the sample3/4" HMA-A SP
The quantity of what the sample constitutes298.04 Tons @ 23:28 From where was the sample collectedManufacturer
First name of sampler or witnessed byIdris Last name of sampler or witnessed byNajjar
Title of sampler Telephone number of sampler
Laboratory sample identification0347A-26 Linked DIME Sample ID2026-06-17-110
The fabricator/manufacturer/facility nameAll American Asphalt — Corona 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 TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number105793
Binder content (%)4.7 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-06-17-109
DIME Test ID: 2026-06-17-109-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-08-10

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 06/26/2026
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
2058.3 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
32.7 grams0.5 %99 %
210.4 grams0.4 %90 %
561.8 grams-0.1 %73 %
1006.5 grams-0.4 %51 %
1307.1 grams-0.9 %36 %
1537.1 grams-0.3 %25 %
1697.4 grams-0.1 %17 %
1824.1 grams-0.2 %11 %
1899.3 grams0.0 %8 %
1946.0 grams-0.1 %5.4 %
1958.4 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/10/2026