Summary for Test 2019-04-18-14-2
Test performed: AASHTO T30-15Project Information
Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
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DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
Award Date | 08/24/2018 |
Closeout Date | 09/02/2020 |
Work Description | PAVEMENT PRESERVATION |
Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 04/18/2019 | Sample Unique Key | 14 |
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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 | 04/18/2019 |
Sample type | Verification | A brief description of the sample | Combined RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77836B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 728565 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
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Aggregate Size | Combined | Aggregate Source | Unknown |
RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-18-14
DIME Test ID: 2019-04-18-14-2
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: 2019-05-15
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/22/2019
Total mass of material in the sample: 1589.9 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
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: 97.3 grams
Cumulative mass retained on the 3/8 in. sieve: 214.9 grams
Cumulative mass retained on the 1/4 in. sieve: 443.3 grams
Cumulative mass retained on the #4 sieve: 583.2 grams
Cumulative mass retained on the #8 sieve: 860.2 grams
Cumulative mass retained on the #16 sieve: 1059.4 grams
Cumulative mass retained on the #30 sieve: 1201.9 grams
Cumulative mass retained on the #50 sieve: 1315 grams
Cumulative mass retained on the #100 sieve: 1395.2 grams
Cumulative mass retained on the #200 sieve: 1443.4 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: 93.9 %
Cumulative percent passing the 3/8 in. sieve: 86.5 %
Cumulative percent passing the 1/4 in. sieve: 72.1 %
Cumulative percent passing the #4 sieve: 63.3 %
Cumulative percent passing the #8 sieve: 45.9 %
Cumulative percent passing the #16 sieve: 33.4 %
Cumulative percent passing the #30 sieve: 24.4 %
Cumulative percent passing the #50 sieve: 17.3 %
Cumulative percent passing the #100 sieve: 12.2 %
Cumulative percent passing the #200 sieve: 9.21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2019 ✔