Summary for Test 2020-03-09-6-2
Test performed: AASHTO T30-19Project 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 | Not set |
| 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 | 03/09/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 03/09/2020 |
| Sample type | Acceptance | A brief description of the sample | 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 | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78339B | Linked DIME Sample ID | 2020-03-09-5 |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 001686 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-09-6
DIME Test ID: 2020-03-09-6-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-03-20
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 03/20/2020
Total mass of material in the sample: 1373.4 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
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: 5.1 grams
Cumulative mass retained on the 3/8 in. sieve: 14.9 grams
Cumulative mass retained on the 1/4 in. sieve: 256.2 grams
Cumulative mass retained on the #4 sieve: 472.6 grams
Cumulative mass retained on the #8 sieve: 789.3 grams
Cumulative mass retained on the #16 sieve: 961.5 grams
Cumulative mass retained on the #30 sieve: 1070.5 grams
Cumulative mass retained on the #50 sieve: 1147.8 grams
Cumulative mass retained on the #100 sieve: 1203.3 grams
Cumulative mass retained on the #200 sieve: 1240.0 grams
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 99.6 %
Cumulative percent passing the 3/8 in. sieve: 98.9 %
Cumulative percent passing the 1/4 in. sieve: 81.3 %
Cumulative percent passing the #4 sieve: 65.6 %
Cumulative percent passing the #8 sieve: 42.5 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 22.1 %
Cumulative percent passing the #50 sieve: 16.4 %
Cumulative percent passing the #100 sieve: 12.4 %
Cumulative percent passing the #200 sieve: 9.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2020 ✔