Summary for Test 2021-08-15-10-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 |
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DIST-CO-RTE-PM | 06-FRE-168-18.6/T25.5 |
Award Date | 06/16/2020 |
Closeout Date | 07/29/2022 |
Work Description | COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING. |
Location Description | FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD |
QA Service Level | 1 (Verified on 04/21/2020) |
Sample Information
Sample Taken Date | 08/15/2021 | Sample Unique Key | 10 |
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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 | 10/13/2021 |
Sample type | Dispute Resolution | A brief description of the sample | RAP |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CMI Fresno | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | c040332 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Plant |
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Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-15-10
DIME Test ID: 2021-08-15-10-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-11-08
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 11/08/2021
Total mass of material in the sample: 1445.1 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: 16.2 grams
Cumulative mass retained on the #4 sieve: 382.0 grams
Cumulative mass retained on the #8 sieve: 647.0 grams
Cumulative mass retained on the #16 sieve: 817.8 grams
Cumulative mass retained on the #30 sieve: 983.1 grams
Cumulative mass retained on the #50 sieve: 1158.2 grams
Cumulative mass retained on the #100 sieve: 1279.8 grams
Cumulative mass retained on the #200 sieve: 1344.4 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: 98.9 %
Cumulative percent passing the #4 sieve: 73.6 %
Cumulative percent passing the #8 sieve: 55.2 %
Cumulative percent passing the #16 sieve: 43.4 %
Cumulative percent passing the #30 sieve: 32 %
Cumulative percent passing the #50 sieve: 19.9 %
Cumulative percent passing the #100 sieve: 11.4 %
Cumulative percent passing the #200 sieve: 7.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/8/2021 ✔