Summary for Test 2021-11-12-18-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215601 DEA: 024H3404 EFIS: 0218000109 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-5.2/5.7 |
| Award Date | 05/14/2021 |
| Closeout Date | 05/02/2022 |
| Work Description | INSTALL LEFT TURN LANE. |
| Location Description | TRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 11/12/2021 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 11/13/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Combined Lime Treated 1/2-inch Type A Aggregate |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78979F | Linked DIME Sample ID | 2021-11-12-14, 2021-11-12-16, 2021-11-12-17 |
| The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA | Transportation Laboratory (TL) Number | 695664 |
| 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) | 91-12-0007 |
|---|---|---|---|
| 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 | Mathematically Combined | |
| Where the material sample would have been placed if not sampled | 02 TRI 299 | 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
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: 2021-11-12-18
DIME Test ID: 2021-11-12-18-1
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: 2021-11-19
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: 11/15/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 73 % | ||||||
| 59 % | ||||||
| 55 % | ||||||
| 32 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined at 42.4% Hot Bin1, 35.4% Hot Bin 2, 22.2% Hot Bin 3.
Test was verified on 11/19/2021 ✔