Summary for Test 2019-04-17-28-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
| Award Date | 12/19/2018 |
| Closeout Date | 08/06/2019 |
| Work Description | PAVEMENT OVERLAY |
| Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 04/17/2019 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/18/2019 | Sample type | Verification |
| A brief description of the sample | -3/8 inch RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77833B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shaw Pit Facility | |
| Transportation Laboratory (TL) Number | 853332 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Shaw Pit Facility |
|---|---|---|---|
| Aggregate Size | Fine | 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: 2019-04-17-28
DIME Test ID: 2019-04-17-28-2
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: 2019-05-13
Test Results
Input Type: Measured
Tester's full name: Terry McCormick and D. Valasek
Date of test: 04/22/2019
Total mass of material in the sample: 1553.4 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: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 33.5 grams
Cumulative mass retained on the 1/4 in. sieve: 399 grams
Cumulative mass retained on the #4 sieve: 583.9 grams
Cumulative mass retained on the #8 sieve: 890.4 grams
Cumulative mass retained on the #16 sieve: 1075.2 grams
Cumulative mass retained on the #30 sieve: 1183.6 grams
Cumulative mass retained on the #50 sieve: 1260.3 grams
Cumulative mass retained on the #100 sieve: 1320.1 grams
Cumulative mass retained on the #200 sieve: 1369.5 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: 97.8 %
Cumulative percent passing the 1/4 in. sieve: 74.3 %
Cumulative percent passing the #4 sieve: 62.4 %
Cumulative percent passing the #8 sieve: 42.7 %
Cumulative percent passing the #16 sieve: 30.8 %
Cumulative percent passing the #30 sieve: 23.8 %
Cumulative percent passing the #50 sieve: 18.9 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 11.84 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2019 ✔