Summary for Test 2021-09-13-17-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 213337 DEA: 024F5404 EFIS: 0213000004 |
---|---|
DIST-CO-RTE-PM | 02-SIS-5-R15.3/R16.5 |
Award Date | 07/30/2018 |
Closeout Date | 05/23/2022 |
Work Description | BRIDGE REPLACEMENT - SOUTHBOUND ONLY |
Location Description | SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L |
QA Service Level | 1 (Verified on 11/14/2018) |
Sample Information
Sample Taken Date | 09/13/2021 | 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 | 09/13/2021 |
Sample type | Acceptance | A brief description of the sample | 3/8 inch RAP |
The quantity of what the sample constitutes | PSE 1 Bag at 282 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | D78942 | Linked DIME Sample ID | 2021-09-13-16, 2021-09-13-18 |
The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | Transportation Laboratory (TL) Number | 815603 |
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: 2021-09-13-17
DIME Test ID: 2021-09-13-17-3
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: 2021-09-16
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: 09/15/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1328.1 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
1.5 grams | 99.9 % | |||||
180.3 grams | 86.4 % | |||||
363.8 grams | 72.6 % | |||||
682.5 grams | 48.6 % | |||||
870.7 grams | 34.4 % | |||||
990.3 grams | 25.4 % | |||||
1076.7 grams | 18.9 % | |||||
1139.7 grams | 14.2 % | |||||
1181.4 grams | 11.1 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2021 ✔