Summary for Test 2023-07-25-23-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-50,80-0.0/2.5,4.1/R11.4 |
| Award Date | 04/07/2023 |
| Closeout Date | Not set |
| Work Description | CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
| Location Description | YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 07/25/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 07/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA SP 58-22 |
| The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Carroll |
| Title of sampler | Materials Tester | Telephone number of sampler | 19166013263 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Perkins | Transportation Laboratory (TL) Number | |
| 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 | 1 |
| Sublot number | 4 | HMA Mix Number |
Test Details
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DIME Sample ID: 2023-07-25-23
DIME Test ID: 2023-07-25-23-3
Testing Lab: Blackburn Consulting
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-08-09
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Paul Harting
Date of test: 07/25/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the #4 sieve: 45 %
Cumulative percent passing the #8 sieve: 26 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2023 ✔