Summary for Test 2020-05-26-5-3
Test performed: AASHTO T85-13Project Information
Project Identifiers | Project ID: 214131 DEA: 080N69U4 EFIS: 0812000307 COOP: 081635 |
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DIST-CO-RTE-PM | 08-RIV-60-22.1/22.6 |
Award Date | 05/01/2019 |
Closeout Date | Not set |
Work Description | Improving Operation efficiency and traffic flow in the SR-60 Truck Corridor in Moreno Valley. Widening inside and outside shoulders in 6 stages. |
Location Description | R-60 Truck Climbing Lane . Construction of new east and west bound truck lanes from Gilman Springs road to 1.37 miles west if Jack Rabbit trail. Existing shoulders will be widened to standard 10 ft inside and 12 ft outside respectively. |
QA Service Level | 2 (Verified on 04/30/2019) |
Sample Information
Sample Taken Date | 05/26/2020 | Sample Unique Key | 5 |
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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 | 05/27/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 Aggregate and RAP |
The quantity of what the sample constitutes | JMF 8 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | All American Asphalt Perris | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0277A-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt Perris | 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) | 91-33-0005::ALL AMERICAN ASPHALT |
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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 | Unknown |
The plant number | 105927 | A detailed description of where the material sample was collected | Belt Cut at All American Perris 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 | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-26-5
DIME Test ID: 2020-05-26-5-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Test Release Date: 2020-06-09
Test Results
Basis for relative density testing: Bulk
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 06/03/2020
Mass of sample saturated surface dry aggregate: 3100 grams
Mass of sample in water: 1956 grams
Mass of sample after oven drying: 3079 grams
Specific Gravity: 2.691
Absorption: 0.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/9/2020 ✔