Summary for Test 2019-04-22-8-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 213888 DEA: 024H2704 EFIS: 0218000101 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-34.0/43.2 |
| Award Date | 03/21/2019 |
| Closeout Date | 12/04/2019 |
| Work Description | PLACE HMA (TYPE A) OVERLAY. |
| Location Description | SHASTA COUNTY AT AND NEAR VIOLA FROM 0.2 MILE EAST OF MILL CREEK ROAD TO 0.8 MILE EAST OF DEER FLAT ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 04/22/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/22/2019 | Sample type | Verification |
| A brief description of the sample | Combined RAP (1/2-inch) | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Ortiz | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77840B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Northstate Asphalt | |
| Transportation Laboratory (TL) Number | 736650 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | Combined | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-22-8
DIME Test ID: 2019-04-22-8-2
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: 2019-06-25
Test Results
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/25/2019
Total mass of material in the sample: 1592.2 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 141.0 grams
Cumulative mass retained on the 3/8 in. sieve: 275.4 grams
Cumulative mass retained on the 1/4 in. sieve: 554.2 grams
Cumulative mass retained on the #4 sieve: 697.7 grams
Cumulative mass retained on the #8 sieve: 960.4 grams
Cumulative mass retained on the #16 sieve: 1134.4 grams
Cumulative mass retained on the #30 sieve: 1250.5 grams
Cumulative mass retained on the #50 sieve: 1341.9 grams
Cumulative mass retained on the #100 sieve: 1409.1 grams
Cumulative mass retained on the #200 sieve: 1451.9 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: 91.1 %
Cumulative percent passing the 3/8 in. sieve: 82.7 %
Cumulative percent passing the 1/4 in. sieve: 65.2 %
Cumulative percent passing the #4 sieve: 56.2 %
Cumulative percent passing the #8 sieve: 39.7 %
Cumulative percent passing the #16 sieve: 28.8 %
Cumulative percent passing the #30 sieve: 21.5 %
Cumulative percent passing the #50 sieve: 15.7 %
Cumulative percent passing the #100 sieve: 11.5 %
Cumulative percent passing the #200 sieve: 8.81 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2019 ✔