Summary for Test 2022-07-11-80-1
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 | 07/11/2022 | Sample Unique Key | 80 |
|---|---|---|---|
| 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 | 07/14/2022 |
| Sample type | Acceptance | A brief description of the sample | 3 bags of Untreated Washed Dust Sized Virgin Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | . |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79090D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Ward Lake Pit (Litchfield, CA) | Transportation Laboratory (TL) Number | 894728 |
| 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) | 91-18-0008::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 | Untreated Sized Virgin Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-07-11-80
DIME Test ID: 2022-07-11-80-1
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: 2022-08-15
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: Khue Yang
Date of test: 07/18/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1038.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 9.7 grams | 99.1 % | |||||
| 19.5 grams | 98.1 % | |||||
| 191.4 grams | 81.6 % | |||||
| 376.3 grams | 63.8 % | |||||
| 209.6 grams | 37.5 % | |||||
| 329.3 grams | 22.6 % | |||||
| 403.2 grams | 13.3 % | |||||
| 449.1 grams | 7.6 % | |||||
| 479.4 grams | 3.8 % | |||||
| 491.7 grams | 2.22 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Coarser on the № 4 – 50 sieves than the design.
Test was verified on 8/15/2022 ✔