Summary for Test 2026-08-31-35-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1001686
DEA: 11430264
EFIS: 1118000083
DIST-CO-RTE-PM11-SD-94,188-15.2/65.3,0.0/1.9
Award DateNot set
Closeout DateNot set
Work DescriptionDRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET.
Location DescriptionSAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94.
QA Service Level1 (Verified on 02/05/2026)

Sample Information

Sample Taken Date08/31/2026 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing08/06/2026 Sample typeQuality Assurance
A brief description of the sampleDaily Production The quantity of what the sample constitutes4 boxes
From where was the sample collectedSupplier First name of sampler or witnessed byMohammed
Last name of sampler or witnessed byMasud 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 TypeType A HMA
HMA Grading1-1/2 inch Lot number
Sublot number HMA Mix Number21517070
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder SupplierValero
RAP content (%)0 WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2026-08-31-35
DIME Test ID: 2026-08-31-35-3
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: 2026-09-14

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 09/11/2026
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
3865.3 grams
0.0 grams0.0 %100 %
0.0 grams-0.5 %100 %
764.8 grams1.2 %81 %
1159.5 grams-0.3 %70 %
1815.2 grams0.1 %53 %
2207.2 grams-2.6 %40 %
2602.9 grams-3.0 %30 %
2875.4 grams-2.4 %23 %
3191.3 grams-2.0 %15 %
3413.8 grams-1.5 %10 %
3593.4 grams-0.5 %7 %
3715.9 grams0.3 %4 %
3770.1 grams0.6 %3.1 %
3775.9 grams
General comments (publicly viewable) (Max 1000 characters): Failing 1", 3/4", 3/8", #4. and #8 screens

Test was verified on 9/14/2026 ✔