Summary for Test 2019-07-25-12-1
Test performed: AASHTO T30-15Project Information
Project Identifiers | Project ID: 213283 DEA: 060U09U4 EFIS: 0616000243 |
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DIST-CO-RTE-PM | 06-FRE-168-R36.0/65.9 |
Award Date | 08/24/2018 |
Closeout Date | 01/31/2020 |
Work Description | HMA RESURFACING AND REHAB CULVERTS |
Location Description | FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 07/25/2019 | Sample Unique Key | 12 |
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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 | 08/09/2019 |
Sample type | Dispute Resolution | A brief description of the sample | 3/4 inch HMA-A 15%RAP |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | m | Last name of sampler or witnessed by | Shirvani |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Ashland | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Stockpile@Plant |
---|---|---|---|
Aggregate Size | Unknown | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-07-25-12
DIME Test ID: 2019-07-25-12-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-12-17
Test Results
Input Type: Measured
Tester's full name: Gurpartap Grewal
Date of test: 08/27/2019
Total mass of material in the sample: 1508.8 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: 7.3 grams
Cumulative mass retained on the 1/2 in. sieve: 63.3 grams
Cumulative mass retained on the 3/8 in. sieve: 235.8 grams
Cumulative mass retained on the 1/4 in. sieve: no data grams
Cumulative mass retained on the #4 sieve: 664.1 grams
Cumulative mass retained on the #8 sieve: 886.5 grams
Cumulative mass retained on the #16 sieve: 1019.2 grams
Cumulative mass retained on the #30 sieve: 1135.6 grams
Cumulative mass retained on the #50 sieve: 1251 grams
Cumulative mass retained on the #100 sieve: 1339.9 grams
Cumulative mass retained on the #200 sieve: 1389.9 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: 99.5 %
Cumulative percent passing the 1/2 in. sieve: 95.8 %
Cumulative percent passing the 3/8 in. sieve: 84.4 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 41.2 %
Cumulative percent passing the #16 sieve: 32.4 %
Cumulative percent passing the #30 sieve: 24.7 %
Cumulative percent passing the #50 sieve: 17.1 %
Cumulative percent passing the #100 sieve: 11.2 %
Cumulative percent passing the #200 sieve: 7.88 %
General comments (publicly viewable) (Max 1000 characters): ranslab internal lab no. 019-022
Dispute Resolution
AASHTO T-30
Test was verified on 12/17/2019 ✔