Summary for Test 2020-05-13-19-1
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
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DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
Award Date | Not set |
Closeout Date | 09/27/2022 |
Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
Sample Taken Date | 05/13/2020 | Sample Unique Key | 19 |
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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 | 05/15/2020 |
Sample type | Acceptance | A brief description of the sample | Bag of RAP |
The quantity of what the sample constitutes | RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D5 20-A-032 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Santa Paula | 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 | Granite Santa Paula |
---|---|---|---|
Aggregate Size | Unknown | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-13-19
DIME Test ID: 2020-05-13-19-1
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: 2020-05-21
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 05/21/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 97 %
Cumulative percent passing the 1/4 in. sieve: 0 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9.1 %
General comments (publicly viewable) (Max 1000 characters): RAP sampled with Lot 1-8 on May 13th (received by lab May 15th).
Test was verified on 5/21/2020 ✔