Summary for Test 2023-09-22-32-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
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DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 09/22/2023 | Sample Unique Key | 32 |
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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 | 09/25/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 6 Bags Of Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Nathan | Last name of sampler or witnessed by | Ogbasellasie |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0493G-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | MM-Lake Elsinore | 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) | 91-33-0098 |
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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 collected | Belt Cut at MM-Lake Elsinore | |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | 53418180 | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-09-22-32
DIME Test ID: 2023-09-22-32-1
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: 2023-11-16
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: Satish Jain/Ali Rehman
Date of test: 09/27/2023
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 28 %
Cumulative percent passing the #8 sieve: 16 %
Cumulative percent passing the #16 sieve: 10 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.6 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 11/16/2023 ✔