Summary for Test 2019-05-13-13-2
Test performed: AASHTO T30-15Project Information
Project Identifiers | Project ID: 212753 DEA: 020H7604 EFIS: 0215000086 |
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DIST-CO-RTE-PM | 02-LAS,PLU-VAR-VAR |
Award Date | 03/28/2019 |
Closeout Date | 09/02/2020 |
Work Description | FULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION |
Location Description | LASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395 |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 05/13/2019 | Sample Unique Key | 13 |
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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 | 05/14/2019 |
Sample type | Verification | A brief description of the sample | Fine RAP, 3/8-inch |
The quantity of what the sample constitutes | JMF Verification | 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 | Telephone number of sampler | ||
Laboratory sample identification | D77884B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Ward Lake Plant | Transportation Laboratory (TL) Number | 001351 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Ward Lake Pit |
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Aggregate Size | Fine | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-13-13
DIME Test ID: 2019-05-13-13-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-06-19
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 05/16/2019
Total mass of material in the sample: 1490.4 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 4.3 grams
Cumulative mass retained on the 1/4 in. sieve: 197.8 grams
Cumulative mass retained on the #4 sieve: 385.7 grams
Cumulative mass retained on the #8 sieve: 728.3 grams
Cumulative mass retained on the #16 sieve: 939.8 grams
Cumulative mass retained on the #30 sieve: 1074.1 grams
Cumulative mass retained on the #50 sieve: 1178.6 grams
Cumulative mass retained on the #100 sieve: 1262.2 grams
Cumulative mass retained on the #200 sieve: 1320.9 grams
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: 99.7 %
Cumulative percent passing the 1/4 in. sieve: 86.7 %
Cumulative percent passing the #4 sieve: 74.1 %
Cumulative percent passing the #8 sieve: 51.1 %
Cumulative percent passing the #16 sieve: 36.9 %
Cumulative percent passing the #30 sieve: 27.9 %
Cumulative percent passing the #50 sieve: 20.9 %
Cumulative percent passing the #100 sieve: 15.3 %
Cumulative percent passing the #200 sieve: 11.37 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2019 ✔