Summary for Test 2019-04-25-16-2
Test performed: AASHTO T30-15Project Information
Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
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DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
Award Date | 02/03/2016 |
Closeout Date | 10/21/2020 |
Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
Sample Taken Date | 04/25/2019 | Sample Unique Key | 16 |
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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 | 04/25/2019 |
Sample type | Verification | A brief description of the sample | 1/2-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 | Josh | Last name of sampler or witnessed by | Williams |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D77852B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Northstate Asphalt | Transportation Laboratory (TL) Number | 001902 |
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: 2019-04-25-16
DIME Test ID: 2019-04-25-16-2
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: 2019-05-29
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/29/2019
Total mass of material in the sample: 1534.3 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: 8.9 grams
Cumulative mass retained on the 1/2 in. sieve: 154.2 grams
Cumulative mass retained on the 3/8 in. sieve: 334.1 grams
Cumulative mass retained on the 1/4 in. sieve: 562.5 grams
Cumulative mass retained on the #4 sieve: 699.8 grams
Cumulative mass retained on the #8 sieve: 929.6 grams
Cumulative mass retained on the #16 sieve: 1094.7 grams
Cumulative mass retained on the #30 sieve: 1211.5 grams
Cumulative mass retained on the #50 sieve: 1302.6 grams
Cumulative mass retained on the #100 sieve: 1368.2 grams
Cumulative mass retained on the #200 sieve: 1408.4 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: 99.4 %
Cumulative percent passing the 1/2 in. sieve: 89.9 %
Cumulative percent passing the 3/8 in. sieve: 78.2 %
Cumulative percent passing the 1/4 in. sieve: 63.3 %
Cumulative percent passing the #4 sieve: 54.4 %
Cumulative percent passing the #8 sieve: 39.4 %
Cumulative percent passing the #16 sieve: 28.7 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 15.1 %
Cumulative percent passing the #100 sieve: 10.8 %
Cumulative percent passing the #200 sieve: 8.21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/29/2019 ✔