Summary for Test 2021-10-08-17-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 10/08/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 10/09/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 3/8 Inch RAP |
| The quantity of what the sample constitutes | 1 bag RAP for PSE | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78954 | Linked DIME Sample ID | 2021-10-08-16, 2021-10-08-18 |
| The fabricator/manufacturer/facility name | Hat Creek Construction, Ward Lake Plant, Litchfield, CA | Transportation Laboratory (TL) Number | 695653 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Hat Creek Construction and Materials, Ward Lake Facility, Litchfield, CA |
|---|---|---|---|
| Aggregate Size | 3/8 Inch | Aggregate Source | Unknown |
| RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-08-17
DIME Test ID: 2021-10-08-17-1
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: 2021-10-21
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/11/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1549.2 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 9.1 grams | 99.4 % | |||||
| 280 grams | 81.9 % | |||||
| 471.5 grams | 69.6 % | |||||
| 810.1 grams | 47.7 % | |||||
| 1012.3 grams | 34.7 % | |||||
| 1139.2 grams | 26.5 % | |||||
| 1242.3 grams | 19.8 % | |||||
| 1329.1 grams | 14.2 % | |||||
| 1389.3 grams | 10.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔