Summary for Test 2018-05-14-25-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 212680 DEA: 024F5504 EFIS: 0213000005 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-20.9 - 21.2 |
| Award Date | 11/14/2017 |
| Closeout Date | 05/15/2019 |
| Work Description | BRIDGE REPLACEMENT WITH PRE-CAST I-GIRDER AND RECONSTRUCT HIGHWAY |
| Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 02/12/2018) |
Sample Information
| Sample Taken Date | 05/14/2018 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 05/14/2018 |
| Sample type | Verification | A brief description of the sample | RAP |
| The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Allegretto |
| Title of sampler | PEI | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77366B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis, Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 853535 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Norhtstate Asphalt |
|---|---|---|---|
| Aggregate Size | Combined 1/2-inch | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set | HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-14-25
DIME Test ID: 2018-05-14-25-2
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: 2018-07-10
Test Results
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/16/2018
Total mass of material in the sample: 1719.5 grams
Cumulative mass retained on the 2 in. sieve: no data
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: 143.0 grams
Cumulative mass retained on the 3/8 in. sieve: 278.0 grams
Cumulative mass retained on the 1/4 in. sieve: 534 grams
Cumulative mass retained on the #4 sieve: 698.0 grams
Cumulative mass retained on the #8 sieve: 988.6 grams
Cumulative mass retained on the #16 sieve: 1190.3 grams
Cumulative mass retained on the #30 sieve: 1326.4 grams
Cumulative mass retained on the #50 sieve: 1435.3 grams
Cumulative mass retained on the #100 sieve: 1515.4 grams
Cumulative mass retained on the #200 sieve: 1566.5 grams
Cumulative percent passing the 2 in. sieve: no data
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: 92 %
Cumulative percent passing the 3/8 in. sieve: 84 %
Cumulative percent passing the 1/4 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 59 %
Cumulative percent passing the #8 sieve: 43 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8.9 %
General comments (publicly viewable) (Max 1000 characters): JMF 17-05-R1
Test was verified on 7/10/2018 ✔