Summary for Test 2020-04-03-16-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
| Award Date | 12/23/2019 |
| Closeout Date | 02/18/2021 |
| Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
| Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 04/03/2020 |
| Sample type | Verification | A brief description of the sample | Fine RAP, No.4 |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78371B | Linked DIME Sample ID | 2020-04-03-15 |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 853452 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | No.4 | 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: 2020-04-03-16
DIME Test ID: 2020-04-03-16-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-05-04
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 04/06/2020
Total mass of material in the sample: 1438.8 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: 4.2 grams
Cumulative mass retained on the 1/4 in. sieve: 55.3 grams
Cumulative mass retained on the #4 sieve: 198.3 grams
Cumulative mass retained on the #8 sieve: 545.3 grams
Cumulative mass retained on the #16 sieve: 808.9 grams
Cumulative mass retained on the #30 sieve: 983.9 grams
Cumulative mass retained on the #50 sieve: 1111.3 grams
Cumulative mass retained on the #100 sieve: 1200.9 grams
Cumulative mass retained on the #200 sieve: 1257.2 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: 99.7 %
Cumulative percent passing the 1/4 in. sieve: 96.2 %
Cumulative percent passing the #4 sieve: 86.2 %
Cumulative percent passing the #8 sieve: 62.1 %
Cumulative percent passing the #16 sieve: 43.8 %
Cumulative percent passing the #30 sieve: 31.6 %
Cumulative percent passing the #50 sieve: 22.8 %
Cumulative percent passing the #100 sieve: 16.5 %
Cumulative percent passing the #200 sieve: 12.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2020 ✔