Summary for Test 2021-11-04-22-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215182 DEA: 08476424 EFIS: 0816000186 |
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DIST-CO-RTE-PM | 08-SBD-215,259-4.0/17.8,0.0/1.5 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | INSTALL FIBER OPTIC CABLE SYSTEM. |
Location Description | SAN BERNARDINO COUNTY IN AND NEAR SAN BERNARDINO ON ROUTE 215 FROM ROUTE 215/10 SEPARATION TO ROUTE 215/15 SEPARATION AND ON ROUTE 259 FROM ROUTE 259/215 SEPARATION TO ROUTE 259/210 SEPARATION |
QA Service Level | 1 (Verified on 01/20/2021) |
Sample Information
Sample Taken Date | 11/04/2021 | Sample Unique Key | 22 |
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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 | 11/08/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP, 0.5% LAS |
The quantity of what the sample constitutes | 4 Bags of Aggregate, 4 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0621A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Corona | 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) | 91-19-0073, 91-33-0027 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
The plant number | 224112 CORD SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan 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: 2021-11-04-22
DIME Test ID: 2021-11-04-22-1
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: 2021-11-23
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: Dominic Montemayor, Friday Ofoegbu
Date of test: 11/09/2021
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 50 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 16 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.7 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 11/23/2021 ✔