Summary for Test 2019-01-29-14-3
Test performed: AASHTO T275-07r12Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
---|---|
DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 01/29/2019 | Sample Unique Key | 14 |
---|---|---|---|
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 | 02/01/2019 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-10/16) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77789 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 736644 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 0 |
Sublot number | 0 | HMA Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2019-01-29-14
DIME Test ID: 2019-01-29-14-3
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: 2019-02-25
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: D. Valasek and D. Hickey
Date of test: 02/05/2019
Mass of the dry specimen in air: 4917.3 g
Mass of the dry specimen plus paraffin coating in air: 4952.8 g
Mass of the dry specimen plus paraffin coating in water: 2941.6 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4916.6 g
Mass 2 of the dry specimen plus paraffin coating in air: 4954.0 g
Mass 2 of the dry specimen plus paraffin coating in water: 2940.9 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: 4917.8 g
Mass 3 of the dry specimen plus paraffin coating in air: 4954.6 g
Mass 3 of the dry specimen plus paraffin coating in water: 2945.0 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.494
Bulk Specific Gravity 2: 2.494
Bulk Specific Gravity 3: 2.498
Average Bulk Specific Gravity: 2.495
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/25/2019 ✔