Summary for Test 2023-06-09-34-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192 |
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DIST-CO-RTE-PM | 04-SOL-12112113-var/var |
Award Date | 01/12/2023 |
Closeout Date | 03/11/2024 |
Work Description | PAVEMENT REPAIR |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 06/09/2023 | Sample Unique Key | 34 |
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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 testing | 06/14/2023 |
Sample type | Quality Assurance | A brief description of the sample | HMA Aggregates |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Plant | Last name of sampler or witnessed by | Plant |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | Con_23_692 | Linked DIME Sample ID | 2023-05-24-44-1 |
The fabricator/manufacturer/facility name | Granite - Bradshaw | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-34-0060 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA WMA -SP Type A | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | 1635V | Lot number | 1 |
Sublot number | 20 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-06-09-34
DIME Test ID: 2023-06-09-34-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-16
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: Augusto Rios
Date of test: 06/14/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 85 %
Cumulative percent passing the #4 sieve: 76 %
Cumulative percent passing the #8 sieve: 48 %
Cumulative percent passing the #16 sieve: 32 %
Cumulative percent passing the #30 sieve: 22 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL 20
Test was verified on 6/16/2023 ✔