Summary for Test 2024-03-11-25-11

Test performed: AASHTO T209-22

Project Information

Project IdentifiersProject ID: 994397
DEA: 073393U4
EFIS: 0722000031
DIST-CO-RTE-PM07-LA-605-R11.4/R19.5
Award Date02/14/2023
Closeout Date03/13/2025
Work DescriptionCONSTRUCT DPPIA DEVICES AND MODIFY LIGHTING SYSTEMS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF SLAUSON AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF VALLEY BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date03/11/2024 Sample Unique Key25
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 testing03/18/2024
Sample typeProduction Start-Up A brief description of the samplePSUE 3/4" HMA-A-SP R15
The quantity of what the sample constitutes2 Bags of Combined Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byG Last name of sampler or witnessed byZubieta
Title of sampler Telephone number of sampler
Laboratory sample identification0138A-24 Linked DIME Sample ID
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 TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number105793 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-03-11-25
DIME Test ID: 2024-03-11-25-11
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-05-17

Test Results


Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Marta Landaverde
Date of test: 03/19/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7352.8 grams
Mass of oven-dry sample in air for Sample 1: 2562.4 grams
Mass of container filled with the sample and water for Sample 1: 8906.4 grams
Mass of container filled with water 2: 7329.0 grams
Mass of oven-dry sample in air for Sample 2: 2556.2 grams
Mass of container filled with the sample and water for Sample 2: 8882.4 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.540
Specific Gravity for Sample 2: 2.549
Average Specific Gravity: 2.545
Theoretical maximum density at 25°C (77°F): 2538 kg/m^3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/17/2024