Summary for Test 2021-08-30-30-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215393 DEA: 021J5104 EFIS: 0220000086 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139-57.0/66.635,0.0/0.1 |
| Award Date | 02/10/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299 |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 08/30/2021 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 08/31/2021 |
| Sample type | Acceptance | A brief description of the sample | 1/2 inch combined lime treated coldfeed and RAP |
| The quantity of what the sample constitutes | PSE at 286 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | E. | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | D78933 | Linked DIME Sample ID | 2021-08-30-28, 2021-08-30-29 |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | Transportation Laboratory (TL) Number | 848954 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Plant Sampler | |
| Where the material sample would have been placed if not sampled | 02 LAS MOD 139 | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-30-30
DIME Test ID: 2021-08-30-30-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-09-09
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 09/01/2021
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: 99 %
Cumulative percent passing the 3/8 in. sieve: 87 %
Cumulative percent passing the 1/4 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔