Summary for Test 2019-07-19-26-6
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 213962 DEA: 010J3304 EFIS: 0119000010 |
|---|---|
| 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
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DIME Sample ID: 2019-07-19-26
DIME Test ID: 2019-07-19-26-6
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: 59.9 grams
Cumulative mass retained on the 1/4 in. sieve: no data
Cumulative mass retained on the #4 sieve: 401.3 grams
Cumulative mass retained on the #8 sieve: 669.7 grams
Cumulative mass retained on the #16 sieve: 854.8 grams
Cumulative mass retained on the #30 sieve: 973.3 grams
Cumulative mass retained on the #50 sieve: 1060.6 grams
Cumulative mass retained on the #100 sieve: 1124.5 grams
Cumulative mass retained on the #200 sieve: 1177.9 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: 100 %
Cumulative percent passing the 3/8 in. sieve: 95.4 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 69.2 %
Cumulative percent passing the #8 sieve: 48.6 %
Cumulative percent passing the #16 sieve: 34.4 %
Cumulative percent passing the #30 sieve: 25.3 %
Cumulative percent passing the #50 sieve: 18.6 %
Cumulative percent passing the #100 sieve: 13.7 %
Cumulative percent passing the #200 sieve: 9.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2019 ✔