Summary for Test 2021-10-06-27-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
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DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
Award Date | 10/29/2018 |
Closeout Date | 01/03/2024 |
Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
Sample Taken Date | 10/06/2021 | Sample Unique Key | 27 |
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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 | 10/19/2021 |
Sample type | Verification | A brief description of the sample | JMF 1/2" HMA-O-SP |
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 | David | Last name of sampler or witnessed by | Carrera |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0596O-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Otay | 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) | 91-37-0035::CHULA VISTA |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-O-SP | The fabricator/manufacturer designation for the sample | |
The plant number | 326114 Otay SJR | A detailed description of where the material sample was collected | Belt Cut at Vulcan Otay |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-06-27
DIME Test ID: 2021-10-06-27-1
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: 2021-10-25
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: Larry Diaz
Date of test: 10/20/2021
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 26 %
Cumulative percent passing the #8 sieve: 14 %
Cumulative percent passing the #16 sieve: 9 %
Cumulative percent passing the #30 sieve: 6 %
Cumulative percent passing the #50 sieve: 4 %
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 10/25/2021 ✔