Summary for Test 2020-04-08-14-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS,SIS-5-Var |
| Award Date | 08/26/2019 |
| Closeout Date | 11/24/2021 |
| Work Description | REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL. |
| Location Description | SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/09/2019) |
Sample Information
| Sample Taken Date | 04/08/2020 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/08/2020 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4-inch Type Aggregate (RAP) | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Karen |
| Last name of sampler or witnessed by | Spliethof | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D78379B | |
| Linked DIME Sample ID | 2020-04-08-13 | The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA |
| Transportation Laboratory (TL) Number | 897565 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | 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: 2020-04-08-14
DIME Test ID: 2020-04-08-14-2
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: 2020-05-22
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: 04/10/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1378.8 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 15.4 grams | 98.9 % | |||||
| 224.6 grams | 83.7 % | |||||
| 400.6 grams | 70.9 % | |||||
| 707.5 grams | 48.7 % | |||||
| 895.0 grams | 35.1 % | |||||
| 1022.2 grams | 25.9 % | |||||
| 1113.3 grams | 19.3 % | |||||
| 1177.6 grams | 14.6 % | |||||
| 1220.3 grams | 11.5 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2020 ✔