Summary for Test 2021-03-30-17-4
Test performed: AASHTO T84-14Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
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DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
Sample Taken Date | 03/30/2021 | Sample Unique Key | 17 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/02/2021 |
Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R25, 0.8% Dry Lime |
The quantity of what the sample constitutes | 4 Bags of Virgin, 2 Bags of Lime Treated Coldfeed, 1 Bag of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0188A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Littlerock | 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) | 91-19-0008, 91-19-0046 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 13554 | A detailed description of where the material sample was collected | Belt Cut at Granite Littlerock 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: 2021-03-30-17
DIME Test ID: 2021-03-30-17-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2021-04-29
Test Results
Input Type: Measured
Tester's full name: Sebastian Ferrer
Date of test: 04/15/2021
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 968.2 grams
Mass of the pycnometer with water (B): 653.3 grams
Mass of the oven dried sample (before pycnometer) (A): 495.3 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 495.3 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.676
Bulk specific gravity (SSD Basis): 2.701
Apparent specific gravity: 2.746
Absorption: 0.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2021 ✔