Summary for Test 2021-10-15-14-2
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/15/2021 | 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 | 10/18/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 inch HMA-A 23 RAP PG 58-34M Marathon Fernley |
| The quantity of what the sample constitutes | 4 Boxes at 4000 tons for voids | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78964 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 695655 |
| 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 | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-15-14
DIME Test ID: 2021-10-15-14-2
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: 2021-10-21
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/18/2021
Mass of the dry specimen in air: 4632.8 g
Mass of the dry specimen plus paraffin coating in air: 4679.9 g
Mass of the dry specimen plus paraffin coating in water: 2679.8 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4634.4 g
Mass 2 of the dry specimen plus paraffin coating in air: 4684.2 g
Mass 2 of the dry specimen plus paraffin coating in water: 2677.7 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: 4633.9 g
Mass 3 of the dry specimen plus paraffin coating in air: 4680.4 g
Mass 3 of the dry specimen plus paraffin coating in water: 2678.1 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.379
Bulk Specific Gravity 2: 2.375
Bulk Specific Gravity 3: 2.376
Average Bulk Specific Gravity: 2.377
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔