Summary for Test 2025-08-04-125-1

Test performed: AASHTO T269-24E25

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date08/04/2025 Sample Unique Key125
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 testing10/14/2025
Sample typeDispute Resolution A brief description of the sampleDispute Sample
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byCarlos Last name of sampler or witnessed byManzo
Title of samplerSPM QC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePapich Construction 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 number6
Sublot number1 HMA Mix NumberL221154AM
Binder content (%)4.8 Virgin binder PG
Design binder PG Binder SupplierSJR
RAP content (%)15 WMA AdditivesNo
Antistrip typePaveGrip 519

Test Details

DIME Sample ID: 2025-08-04-125
DIME Test ID: 2025-08-04-125-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2026-01-06

Test Results


Is the sample lab compacted or field compacted?: Lab compacted
Number of tests: 3
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/24/2025
Bulk Specific Gravity: 2.277
Bulk Specific Gravity 2: 2.271
Bulk Specific Gravity 3: 2.281
Theoretical Maximum Specific Gravity: 2.466
Percent Air Voids: 7.7 %
Percent Air Voids 2: 7.9 %
Percent Air Voids 3: 7.5 %
Average Percent Air Voids: 7.7 %
General comments (publicly viewable) (Max 1000 characters): Does Not Comply Target 4.0 +/- 1.5 Tested avg of 7.7 %

Test was verified on 1/6/2026