Summary for Test 2019-01-21-8-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 01/21/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/21/2019 | Sample type | Quality Control |
| A brief description of the sample | Combined RAP | The quantity of what the sample constitutes | Mix Design |
| From where was the sample collected | Source | 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 | 19-1001 314 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | -3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | 1000 | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-01-21-8
DIME Test ID: 2019-01-21-8-2
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: 2019-02-06
Test Results
Input Type: Calculated
Tester's full name: CGI
Date of test: 01/21/2019
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 94 %
Cumulative percent passing the 1/4 in. sieve: 81.5 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/6/2019 ✔