Summary for Test 2021-03-30-32-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215296 DEA: 031F1504 EFIS: 0300001101 |
---|---|
DIST-CO-RTE-PM | 03-SAC-50-R7.7/R9.5 |
Award Date | 02/05/2021 |
Closeout Date | 10/04/2022 |
Work Description | PLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM. |
Location Description | SACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING |
QA Service Level | 1 (Verified on 11/30/2020) |
Sample Information
Sample Taken Date | 03/30/2021 | Sample Unique Key | 32 |
---|---|---|---|
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 | 03/30/2021 |
Sample type | Verification | A brief description of the sample | 3/8-inch RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Teichert Personnel (SAMPLER) | Last name of sampler or witnessed by | Sam Mosallem (WITNESS) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-019 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert Perkins Batch Plant | Transportation Laboratory (TL) Number | C790491 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Perkins, RAP Bin 1 |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | Not Reported |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-30-32
DIME Test ID: 2021-03-30-32-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-06-17
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Mario Munoz
Date of test: 04/05/2021
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: 91 %
Cumulative percent passing the #4 sieve: 71 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 32 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 11.3 %
General comments (publicly viewable) (Max 1000 characters): JMF21-019.
Test was verified on 6/17/2021 ✔