Summary for Test 2018-04-02-4-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 212886 DEA: 023H1204 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R0.0/R22.4 |
| Award Date | 01/03/2018 |
| Closeout Date | 02/06/2019 |
| Work Description | COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR |
| Location Description | TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 04/02/2018 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/03/2018 |
| Sample type | Department Acceptance | A brief description of the sample | Combined RAP |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Allegretto |
| Title of sampler | Lab Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17-07-P07, D77311B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852090 |
| 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 | Combined | 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: 2018-04-02-4
DIME Test ID: 2018-04-02-4-2
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: 2018-04-06
Test Results
Input Type: Measured
Tester's full name: Sweeny/Valasek
Date of test: 04/04/2018
Total mass of material in the sample: 1584.5 grams
Cumulative mass retained on the 2 in. sieve: no data
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 65.9 grams
Cumulative mass retained on the 3/8 in. sieve: 241.7 grams
Cumulative mass retained on the 1/4 in. sieve: 520.2 grams
Cumulative mass retained on the #4 sieve: 685.0 grams
Cumulative mass retained on the #8 sieve: 947.5 grams
Cumulative mass retained on the #16 sieve: 1124.5 grams
Cumulative mass retained on the #30 sieve: 1244.3 grams
Cumulative mass retained on the #50 sieve: 1340.8 grams
Cumulative mass retained on the #100 sieve: 1411.2 grams
Cumulative mass retained on the #200 sieve: 1456.8 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: 85 %
Cumulative percent passing the 1/4 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 57 %
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: 8 %
General comments (publicly viewable) (Max 1000 characters): Uncorrected values.
Test was verified on 4/6/2018 ✔