Summary for Test 2021-11-11-25-3
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 215601 DEA: 024H3404 EFIS: 0218000109 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-5.2/5.7 |
| Award Date | 05/14/2021 |
| Closeout Date | 05/02/2022 |
| Work Description | INSTALL LEFT TURN LANE. |
| Location Description | TRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 11/11/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 11/13/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Lime Treated 1/2-Inch Type A HMA (PG 64-28 M) with binder from Valero - Benicia |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mercer Fraser QC | Last name of sampler or witnessed by | Mercer Fraser QC |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | D78976 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer-Fraser - Willow Creek Plant - Willow Creek, CA | Transportation Laboratory (TL) Number | 695660 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-11-25
DIME Test ID: 2021-11-11-25-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2021-12-02
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/15/2021
Mass of the dry specimen in air: 4779.7 g
Mass of the dry specimen plus paraffin coating in air: 4831.2 g
Mass of the dry specimen plus paraffin coating in water: 2847.3 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4781.8 g
Mass 2 of the dry specimen plus paraffin coating in air: 4839.2 g
Mass 2 of the dry specimen plus paraffin coating in water: 2846.9 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4783.6 g
Mass 3 of the dry specimen plus paraffin coating in air: 4831.6 g
Mass 3 of the dry specimen plus paraffin coating in water: 2847.3 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.481
Bulk Specific Gravity 2: 2.480
Bulk Specific Gravity 3: 2.477
Average Bulk Specific Gravity: 2.479
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/2/2021 ✔