Summary for Test 2019-04-15-7-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 213651 DEA: 08388524 EFIS: 0812000124 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-330-32.3/32.6,33.4/33.8 |
| Award Date | 11/28/2018 |
| Closeout Date | 10/23/2020 |
| Work Description | REPLACE BRIDGE RAILS AND APPROACH RAILS. |
| Location Description | SAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 02/04/2019) |
Sample Information
| Sample Taken Date | 04/15/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/18/2019 |
| Sample type | Verification | A brief description of the sample | 3/8 HMA-A-SP |
| The quantity of what the sample constitutes | JMF 6 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0239A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials - Corona | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0027::CORONA QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 HMA-A-SP | The fabricator/manufacturer designation for the sample | 42103 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Manufacturer |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-15-7
DIME Test ID: 2019-04-15-7-4
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: 2019-05-07
Test Results
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 04/23/2019
Mass of saturated surface dry sample (before pycnometer) (S): 500 grams
Mass of the pycnometer with water and aggregate (C): 965.7 grams
Mass of the pycnometer with water (B): 655 grams
Mass of the oven dried sample (before pycnometer) (A): 493.7 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams
Mass of the oven dry aggregate (for absorption) (A): 493.7 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.608
Bulk specific gravity (SSD Basis): 2.641
Apparent specific gravity: 2.698
Absorption: 1.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2019 ✔