Summary for Test 2019-06-11-20-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
| Award Date | 03/12/2018 |
| Closeout Date | 10/05/2020 |
| Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
| Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
| QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
| Sample Taken Date | 06/11/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 06/12/2019 |
| Sample type | Verification | A brief description of the sample | RAP, 3/8-inch |
| The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77929B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991051 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt |
|---|---|---|---|
| Aggregate Size | Fine | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-06-11-20
DIME Test ID: 2019-06-11-20-2
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: 2019-07-26
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/14/2019
Total mass of material in the sample: 1244.2 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: 30.1 grams
Cumulative mass retained on the 1/4 in. sieve: 298.1 grams
Cumulative mass retained on the #4 sieve: 502.1 grams
Cumulative mass retained on the #8 sieve: 769.6 grams
Cumulative mass retained on the #16 sieve: 900.2 grams
Cumulative mass retained on the #30 sieve: 983.2 grams
Cumulative mass retained on the #50 sieve: 1044.7 grams
Cumulative mass retained on the #100 sieve: 1090 grams
Cumulative mass retained on the #200 sieve: 1122.8 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: 97.6 %
Cumulative percent passing the 1/4 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 59.6 %
Cumulative percent passing the #8 sieve: 38.1 %
Cumulative percent passing the #16 sieve: 27.6 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 12.4 %
Cumulative percent passing the #200 sieve: 9.76 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2019 ✔