Summary for Test 2019-07-19-26-2
Test performed: AASHTO T30-15
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
Project Identifiers | Project ID: 213962 DEA: 010J3304 EFIS: 0119000010 |
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DIST-CO-RTE-PM | 01-MEN-101-24.7 |
Award Date | 04/16/2019 |
Closeout Date | 11/13/2019 |
Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY. |
Location Description | MENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE |
QA Service Level | 1 (Verified on 06/18/2019) |
Sample Information
Sample Taken Date | 07/19/2019 | Sample Unique Key | 26 |
---|---|---|---|
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 | 07/19/2019 |
Sample type | Verification | A brief description of the sample | RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Troy | Last name of sampler or witnessed by | Lee |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 19-167 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Ukiah | Transportation Laboratory (TL) Number | 978570 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | granite ukiah |
---|---|---|---|
Aggregate Size | Unknown | Aggregate Source | Unknown |
RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-07-19-26
DIME Test ID: 2019-07-19-26-2
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-10-01
Test Results
Input Type: Measured
Tester's full name: Leif Ayres
Date of test: 10/01/2019
Total mass of material in the sample: 1303 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: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 79.2 grams
Cumulative mass retained on the 1/4 in. sieve: no data
Cumulative mass retained on the #4 sieve: 407.2 grams
Cumulative mass retained on the #8 sieve: 673.4 grams
Cumulative mass retained on the #16 sieve: 858.6 grams
Cumulative mass retained on the #30 sieve: 977.8 grams
Cumulative mass retained on the #50 sieve: 1063.4 grams
Cumulative mass retained on the #100 sieve: 1125.3 grams
Cumulative mass retained on the #200 sieve: 1179.3 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: 93.9 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 68.7 %
Cumulative percent passing the #8 sieve: 48.3 %
Cumulative percent passing the #16 sieve: 34.1 %
Cumulative percent passing the #30 sieve: 25 %
Cumulative percent passing the #50 sieve: 18.4 %
Cumulative percent passing the #100 sieve: 13.6 %
Cumulative percent passing the #200 sieve: 9.49 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.