Test 2020-06-08-45-2 (AASHTO T30-19) Summary
Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 | ||
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). | ||
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 | ||
Sample Information
| Sample Taken Date | 6/8/2020 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 6/9/2020 |
| Sample type | Verification | A brief description of the sample | Fine RAP (3/8-inch) |
| The quantity of what the sample constitutes | JMF Verification and PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Laboratory sample identification | D78460B | |
| The fabricator/manufacturer/facility name | Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 896981 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Ward Lake |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | 1000 | |
| JMF Verification ID | JMF3513-2020-192 |
Test Details
DIME Sample ID: 2020-06-08-45
DIME Test ID: 2020-06-08-45-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-08-25
Test Results
Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/10/2020
Total mass of material in the sample: 1314.7 grams
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: 14 grams
Mass retained on the 1/4 in. sieve: 218.6 grams
Cumulative mass retained on the #4 sieve: 386.4 grams
Cumulative mass retained on the #8 sieve: 672.8 grams
Cumulative mass retained on the #16 sieve: 848.4 grams
Cumulative mass retained on the #30 sieve: 965.5 grams
Cumulative mass retained on the #50 sieve: 1057.9 grams
Cumulative mass retained on the #100 sieve: 1138.5 grams
Cumulative mass retained on the #200 sieve: 1189.9 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:98.9 %
Cumulative percent passing the 1/4 in. sieve:83.4 %
Cumulative percent passing the #4 sieve:70.6 %
Cumulative percent passing the #8 sieve:48.8 %
Cumulative percent passing the #16 sieve:35.5 %
Cumulative percent passing the #30 sieve:26.6 %
Cumulative percent passing the #50 sieve:19.5 %
Cumulative percent passing the #100 sieve:13.4 %
Cumulative percent passing the #200 sieve:9.49 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 08/25/2020 ✔