Summary for Test 2021-02-19-32-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213764 DEA: 080F0304 EFIS: 0800020358 |
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DIST-CO-RTE-PM | 08-SBD-60-R0.7/R3.0 |
Award Date | 03/07/2019 |
Closeout Date | 07/27/2023 |
Work Description | REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60 |
Location Description | IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 05/01/2019) |
Sample Information
Sample Taken Date | 02/19/2021 | 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 | 02/22/2021 |
Sample type | Acceptance | A brief description of the sample | Acceptance 3/4" HMA-A-SP R15 0.5% LAS |
The quantity of what the sample constitutes | 2 Bags of Colfeed, 1 Bag of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | RJ Noble Company Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0151A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble Company | 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) | 91-33-0014, 91-33-0039 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 36R1504SPWC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona Plant |
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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-02-19-32
DIME Test ID: 2021-02-19-32-1
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: 2021-03-02
Test Results
What type of gradation is being tested?: HMA 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?: No
Input Type: Calculated
Tester's full name: E.Jabbour, Satish Jain
Date of test: 02/24/2021
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 83 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 3/2/2021 ✔