Summary for Test 2021-08-25-16-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
---|---|
DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 08/25/2021 | Sample Unique Key | 16 |
---|---|---|---|
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 | 08/25/2021 |
Sample type | Acceptance | A brief description of the sample | 3/8 Inch RAP |
The quantity of what the sample constitutes | PSE 1 bag, 100k Ton Milestone | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J.D. | Last name of sampler or witnessed by | Atkinson |
Title of sampler | Material Tester | Telephone number of sampler | |
Laboratory sample identification | D78929 | Linked DIME Sample ID | 2021-08-25-14, 2021-08-25-34 |
The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 858990 |
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 | Fawndale Rock and Asphalt, Redding, Ca |
RAP Stockpile | Continuous | Stockpile Size (tons) | Unknown |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-25-16
DIME Test ID: 2021-08-25-16-2
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: 2021-09-09
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 Dorado
Date of test: 08/27/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1521.5 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
11.0 grams | 99.3 % | |||||
206.3 grams | 86.4 % | |||||
418.6 grams | 72.5 % | |||||
785.7 grams | 48.4 % | |||||
1003.1 grams | 34.1 % | |||||
1142.3 grams | 24.9 % | |||||
1242.3 grams | 18.4 % | |||||
1313.5 grams | 13.7 % | |||||
1359.2 grams | 10.7 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔