Summary for Test 2020-03-26-22-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 |
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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 | 03/26/2020 | Sample Unique Key | 22 |
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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 | 03/27/2020 |
Sample type | Verification | A brief description of the sample | Combined RAP (3/8-inch Minus) |
The quantity of what the sample constitutes | Production Start-Up Evaluation | 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 | D78368B | Linked DIME Sample ID | 2020-03-26-21 |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 897555 |
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, Redding, CA |
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Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-03-26-22
DIME Test ID: 2020-03-26-22-2
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: 2020-04-27
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: 03/31/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1335.5 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
17.6 grams | 98.7 % | |||||
209.7 grams | 84.3 % | |||||
378 grams | 71.7 % | |||||
572.5 grams | 57.1 % | |||||
860.5 grams | 35.6 % | |||||
985.1 grams | 26.2 % | |||||
1076.6 grams | 19.4 % | |||||
1141 grams | 14.6 % | |||||
1183.1 grams | 11.4 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/27/2020 ✔