Summary for Test 2023-02-13-49-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214341
DEA: 081J2004
EFIS: 0817000237
DIST-CO-RTE-PM08-SBD-15-R21.5/R22.0
Award Date11/16/2021
Closeout Date10/02/2024
Work DescriptionEXTEND DECELARATION LANE
Location DescriptionSAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date02/13/2023 Sample Unique Key49
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 testing02/21/2023
Sample typeVerification A brief description of the samplePSUE 3/8" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes4 Bags Coldfeed Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byRichard Last name of sampler or witnessed byBalandra
Title of sampler Telephone number of sampler
Laboratory sample identification0152A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0027, 91-33-0073
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 Vulcan Materials-Corona Drum
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/8 inch
The concrete mix design number424103 CORD SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-13-49
DIME Test ID: 2023-02-13-49-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-05

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Satish Jain/David Padilla
Date of test: 02/25/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 42 %
Cumulative percent passing the #16 sieve: 29 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.1 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation

Test was verified on 7/5/2023