Summary for Test 2018-02-27-14-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-42.1/46.0 |
| Award Date | 12/18/2017 |
| Closeout Date | 08/07/2019 |
| Work Description | COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK. |
| Location Description | TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD |
| QA Service Level | 1 (Verified on 05/24/2018) |
Sample Information
| Sample Taken Date | 02/27/2018 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 02/27/2018 |
| Sample type | Verification | A brief description of the sample | Combined RAP |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cheryl | Last name of sampler or witnessed by | Abraham |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77291B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852086 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | 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: 2018-02-27-14
DIME Test ID: 2018-02-27-14-2
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: 2018-03-27
Test Results
Input Type: Measured
Tester's full name: Sweeny/Valasek
Date of test: 03/02/2018
Total mass of material in the sample: 1495.6 grams
Cumulative mass retained on the 2 in. sieve: no data
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 61 grams
Cumulative mass retained on the 3/8 in. sieve: 241 grams
Cumulative mass retained on the 1/4 in. sieve: 519.6 grams
Cumulative mass retained on the #4 sieve: 656.5 grams
Cumulative mass retained on the #8 sieve: 893.6 grams
Cumulative mass retained on the #16 sieve: 1059.3 grams
Cumulative mass retained on the #30 sieve: 1175.8 grams
Cumulative mass retained on the #50 sieve: 1267.3 grams
Cumulative mass retained on the #100 sieve: 1328.9 grams
Cumulative mass retained on the #200 sieve: 1368 grams
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 84 %
Cumulative percent passing the 1/4 in. sieve: 65 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 29 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2018 ✔