Summary for Test 2020-06-08-46-4
Test performed: AASHTO T275-07r12Project Information
Project Identifiers | Project ID: 214589 DEA: 020J1604 |
---|---|
DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
Award Date | 02/11/2020 |
Closeout Date | 10/06/2020 |
Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 06/08/2020 | Sample Unique Key | 46 |
---|---|---|---|
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 | 06/09/2020 |
Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-16) 23.0 RAP, 1.0 Lime |
The quantity of what the sample constitutes | JMF Verification and PSE | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78459 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 733200 |
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 | |
Sublot number | 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: 2020-06-08-46
DIME Test ID: 2020-06-08-46-4
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: 2020-08-27
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: 06/10/2020
Mass of the dry specimen in air: 4567.7 g
Mass of the dry specimen plus paraffin coating in air: 4611.7 g
Mass of the dry specimen plus paraffin coating in water: 2598.4 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4569.2
Mass 2 of the dry specimen plus paraffin coating in air: 4616.7
Mass 2 of the dry specimen plus paraffin coating in water: 2597.8
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4568.8
Mass 3 of the dry specimen plus paraffin coating in air: 4613.9
Mass 3 of the dry specimen plus paraffin coating in water: 2600.3
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.325
Bulk Specific Gravity 2: 2.324
Bulk Specific Gravity 3: 2.327
Average Bulk Specific Gravity: 2.325
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2020 ✔