Summary for Test 2020-04-08-16-1
Test performed: AASHTO T275-07r12Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 04/08/2020 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/10/2020 |
| Sample type | Acceptance | A brief description of the sample | AC Cores (4-inch) |
| The quantity of what the sample constitutes | Unknown | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78380 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 991023 |
| 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 | Not Applicable | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-08-16
DIME Test ID: 2020-04-08-16-1
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: 2020-05-29
Test Results
Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 04/10/2020
Mass of the dry specimen in air: 1184.1 g
Mass of the dry specimen plus paraffin coating in air: 1194.8 g
Mass of the dry specimen plus paraffin coating in water: 679.1 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 1238.9
Mass 2 of the dry specimen plus paraffin coating in air: 1250.8
Mass 2 of the dry specimen plus paraffin coating in water: 720
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 1282.4
Mass 3 of the dry specimen plus paraffin coating in air: 1297.3
Mass 3 of the dry specimen plus paraffin coating in water: 728.2
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.350
Bulk Specific Gravity 2: 2.394
Bulk Specific Gravity 3: 2.321
Average Bulk Specific Gravity: 2.355
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2020 ✔