Summary for Test 2023-08-14-95-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994387 DEA: 023J7704 EFIS: 0222000082 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-97.2/103.0 |
| Award Date | 12/23/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263 |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 08/14/2023 | Sample Unique Key | 95 |
|---|---|---|---|
| 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 | 08/14/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 3 bags of Untreated 5/8″ 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79324A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 841613 |
| 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) | 91-45-0057:: Shasta Ranch Aggregates (Anderson, CA) |
|---|---|---|---|
| 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 Aggregate Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-14-95
DIME Test ID: 2023-08-14-95-1
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: 2024-02-02
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/16/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2130.8 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 363.6 grams | 83 % | |||||
| 1420.7 grams | 33 % | |||||
| 2037.4 grams | 4 % | |||||
| 93.4 grams | ||||||
| 17.9 grams | 3 % | |||||
| 27.1 grams | 3 % | |||||
| 33.3 grams | 3 % | |||||
| 38.4 grams | 2 % | |||||
| 43.4 grams | 2 % | |||||
| 49.6 grams | 1.9 % | |||||
| 50.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): P¾″=100.%,
P½″=83%,
P⅜″=33%,
P№4=4%,
P№8=4%,
P№200=2.1%
Test was verified on 2/2/2024 ✔