Summary for Test 2021-05-12-44-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215534 DEA: 081K8404 |
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DIST-CO-RTE-PM | 08-SBD-247-39.0/42.0&46.0/70.0 |
Award Date | 04/14/2021 |
Closeout Date | 03/08/2022 |
Work Description | RUBBERIZED HMA AND HIGH DENSITY POLYURETHANE MATERIAL INJECTION. |
Location Description | SAN BERNARDINO COUNTY AT LUCERNE VALLEY FROM 0.5 MILE SOUTH OF CAMP ROCK ROAD TO 0.1 MILE SOUTH OF MIDWAY AVENUE AND FROM 1.1 MILES SOUTH OF HOLMES ROAD TO 1.2 MILES NORTH OF STODDARD VALLEY ROAD |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 05/12/2021 | Sample Unique Key | 44 |
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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 | 05/24/2021 |
Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R15 0.75%LAS |
The quantity of what the sample constitutes | 12 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Vulcan Oro Grande | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0300A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan-Oro Grande | 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 or name of Pit) | 91-36-0022/91-36-0046/91-36-00137 |
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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 | 220991 ORO MPC | A detailed description of where the material sample was collected | Belt Cut at Vulcan Oro Grande 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: 2021-05-12-44
DIME Test ID: 2021-05-12-44-1
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: 2021-06-09
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?: No
Input Type: Calculated
Tester's full name: Satish Jain/Dominic Montemayor
Date of test: 06/02/2021
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: 81 %
Cumulative percent passing the 3/8 in. sieve: 63 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 6/9/2021 ✔