Summary for Test 2019-05-29-29-2
Test performed: AASHTO T30-15Project Information
Project Identifiers | Project ID: 213791 DEA: 024H2204 EFIS: 0218000096 |
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DIST-CO-RTE-PM | 02-SIS-89-28.0/34.0 |
Award Date | 01/22/2019 |
Closeout Date | 08/13/2021 |
Work Description | PAVEMENT OVERLAY. |
Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 05/29/2019 | Sample Unique Key | 29 |
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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 | 05/29/2019 |
Sample type | Verification | A brief description of the sample | Combined RAP (3/8-inch) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77896B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991042 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale |
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Aggregate Size | Combined | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-29-29
DIME Test ID: 2019-05-29-29-2
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: 2019-07-10
Test Results
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/05/2019
Total mass of material in the sample: 1453.7 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: 3.4 grams
Cumulative mass retained on the 3/8 in. sieve: 27 grams
Cumulative mass retained on the 1/4 in. sieve: 246.7 grams
Cumulative mass retained on the #4 sieve: 407.2 grams
Cumulative mass retained on the #8 sieve: 691 grams
Cumulative mass retained on the #16 sieve: 904.2 grams
Cumulative mass retained on the #30 sieve: 1051.9 grams
Cumulative mass retained on the #50 sieve: 1157.1 grams
Cumulative mass retained on the #100 sieve: 1230 grams
Cumulative mass retained on the #200 sieve: 1279.9 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: 99.8 %
Cumulative percent passing the 3/8 in. sieve: 98.1 %
Cumulative percent passing the 1/4 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 52.5 %
Cumulative percent passing the #16 sieve: 37.8 %
Cumulative percent passing the #30 sieve: 27.6 %
Cumulative percent passing the #50 sieve: 20.4 %
Cumulative percent passing the #100 sieve: 15.4 %
Cumulative percent passing the #200 sieve: 11.96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2019 ✔