Summary for Test 2022-04-13-87-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-56.5/R61.1 |
| Award Date | 02/02/2022 |
| Closeout Date | 11/23/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA. |
| Location Description | LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36 |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 04/13/2022 | Sample Unique Key | 87 |
|---|---|---|---|
| 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 | 04/14/2022 |
| Sample type | Verification | A brief description of the sample | Crusher Dust Untreated Sized Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | Schmitt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79020C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 896946 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-18-0008::Ward Lake Pit |
|---|---|---|---|
| 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 | Sized Untreated Virgin Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | JMF 22-04-S01 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-04-13-87
DIME Test ID: 2022-04-13-87-1
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: 2022-07-12
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: Measured
Tester's full name: Karen Rios Dorado
Date of test: 04/20/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 503.2 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 3.5 grams | 99.3 % | |||||
| 54.4 grams | 89.2 % | |||||
| 121.1 grams | 75.9 % | |||||
| 168.3 grams | 42.5 % | |||||
| 245.7 grams | 27.1 % | |||||
| 287.0 grams | 18.9 % | |||||
| 312.0 grams | 13.9 % | |||||
| 328.0 grams | 10.7 % | |||||
| 338.5 grams | 8.66 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Sample was coarse on the No. 8, 16, 30, 50, and 100 sieves
Test was verified on 7/12/2022 ✔