Summary for Test 2021-10-14-38-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 |
---|---|
DIST-CO-RTE-PM | 02-SIS-5-R8.3 |
Award Date | 03/02/2021 |
Closeout Date | 02/28/2022 |
Work Description | PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA. |
Location Description | SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
Sample Taken Date | 10/14/2021 | Sample Unique Key | 38 |
---|---|---|---|
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 | 10/14/2021 |
Sample type | Department Acceptance | A brief description of the sample | 3/8 Inch RAP |
The quantity of what the sample constitutes | 2 Bags RAP for PSE | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Unknown | Telephone number of sampler | |
Laboratory sample identification | D78959 | Linked DIME Sample ID | 2021-10-14-37, 2021-10-14-39 |
The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 853084 |
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 |
---|---|---|---|
Aggregate Size | 3/8 Inch | Aggregate Source | |
RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2021-10-14-38
DIME Test ID: 2021-10-14-38-3
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: Colt Sweeny
Date of test: 10/19/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1508.2 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
13.6 grams | 99.1 % | |||||
292.7 grams | 80.6 % | |||||
505.6 grams | 66.5 % | |||||
837.0 grams | 44.5 % | |||||
1025.2 grams | 32 % | |||||
1142.5 grams | 24.2 % | |||||
1230.3 grams | 18.4 % | |||||
1300.9 grams | 13.7 % | |||||
1351.8 grams | 10.4 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔