Summary for Test 2020-05-19-16-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-78.4/79.0 |
Award Date | 01/08/2020 |
Closeout Date | 09/25/2020 |
Work Description | ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G. |
Location Description | SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING |
QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
Sample Taken Date | 05/19/2020 | 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 | 05/19/2020 |
Sample type | Acceptance | A brief description of the sample | RAP from Lot 1-5 |
The quantity of what the sample constitutes | 750 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D5 20-A-037 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CalPortland Garey | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | CalPortland Garey |
---|---|---|---|
Aggregate Size | Unknown | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-19-16
DIME Test ID: 2020-05-19-16-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-05-28
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 05/28/2020
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 98 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/28/2020 ✔