Summary for Test 2026-06-29-57-1

Test performed: AASHTO T30-25

Project Information

Project IdentifiersProject ID: 1001375
DEA: 040A53T4
EFIS: 0421000155
COOP: 040A53TCM
DIST-CO-RTE-PM04-SOL-80-L1.8/L3.2
Award Date06/20/2025
Closeout DateNot set
Work DescriptionConstruct I-80 WB Truck Scales
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
QA Service Level1 (Verified on 07/10/2025)

Sample Information

Sample Taken Date06/29/2026 Sample Unique Key57
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 testing06/30/2026
Sample typeQuality Assurance A brief description of the sample3/4" HMA-25% RAP
The quantity of what the sample constitutes 2 bags From where was the sample collectedSupplier
First name of sampler or witnessed byChristian Last name of sampler or witnessed bySousa
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCentral Vallejo (Lake Herman) 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 number1
Sublot number4 HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-06-29-57
DIME Test ID: 2026-06-29-57-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-07-14

Test Results


Individual or cumulative mass retained on each sieve?: Cumulative
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: No
Was the aggregate obtained using ASTM D8159?: No
Input Type: Calculated
Tester's full name: Henry Concepcion
Date of test: 06/30/2026
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2026