Summary for Test 2018-05-13-4-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 212574 DEA: 02368414 EFIS: 0215000066 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-R4.6/R6.4 |
| Award Date | 10/13/2017 |
| Closeout Date | 11/24/2021 |
| Work Description | CONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA |
| Location Description | SHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2017) |
Sample Information
| Sample Taken Date | 05/13/2018 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2018 | Sample type | Verification |
| A brief description of the sample | Combined RAP, 1/2-inch | 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 | TET |
| Telephone number of sampler | Unknown | Laboratory sample identification | D77368B |
| Linked DIME Sample ID | 2018-05-13-2 | The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA |
| Transportation Laboratory (TL) Number | 896274 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set | HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-13-4
DIME Test ID: 2018-05-13-4-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2018-07-16
Test Results
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 05/15/2018
Cumulative percent passing the 2 in. sieve: no data
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 93 %
Cumulative percent passing the 3/8 in. sieve: 82.8 %
Cumulative percent passing the 1/4 in. sieve: 67.3 %
Cumulative percent passing the #4 sieve: 57.8 %
Cumulative percent passing the #8 sieve: 41.6 %
Cumulative percent passing the #16 sieve: 30.3 %
Cumulative percent passing the #30 sieve: 22.4 %
Cumulative percent passing the #50 sieve: 16.2 %
Cumulative percent passing the #100 sieve: 11.7 %
Cumulative percent passing the #200 sieve: 8.83 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2018 ✔