Summary for Test 2019-04-16-29-2
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 | 04/16/2019 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 04/16/2019 |
| Sample type | Verification | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77823B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 857584 |
| 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 |
|---|---|---|---|
| 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: 2019-04-16-29
DIME Test ID: 2019-04-16-29-2
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: 2019-05-01
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/19/2019
Total mass of material in the sample: 1522.8 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: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 23.9 grams
Cumulative mass retained on the 1/4 in. sieve: 276 grams
Cumulative mass retained on the #4 sieve: 490.4 grams
Cumulative mass retained on the #8 sieve: 836.6 grams
Cumulative mass retained on the #16 sieve: 1041.1 grams
Cumulative mass retained on the #30 sieve: 1166.7 grams
Cumulative mass retained on the #50 sieve: 1256.1 grams
Cumulative mass retained on the #100 sieve: 1321.2 grams
Cumulative mass retained on the #200 sieve: 1365.4 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: 100 %
Cumulative percent passing the 3/8 in. sieve: 98.4 %
Cumulative percent passing the 1/4 in. sieve: 81.9 %
Cumulative percent passing the #4 sieve: 67.8 %
Cumulative percent passing the #8 sieve: 45.1 %
Cumulative percent passing the #16 sieve: 31.6 %
Cumulative percent passing the #30 sieve: 23.4 %
Cumulative percent passing the #50 sieve: 17.5 %
Cumulative percent passing the #100 sieve: 13.2 %
Cumulative percent passing the #200 sieve: 10.34 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2019 ✔