Summary for Test 2023-08-20-15-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994543 DEA: 023J7604 EFIS: 0222000081 |
---|---|
DIST-CO-RTE-PM | 02-SHA-273-12.8/14.6 |
Award Date | 04/25/2023 |
Closeout Date | 04/11/2024 |
Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G. |
Location Description | SHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 08/20/2023 | Sample Unique Key | 15 |
---|---|---|---|
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 | 08/21/2023 |
Sample type | Production Start-Up | A brief description of the sample | 3 bags of Lime Treated 1/2-inch Type G 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 | D79332 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 866067 |
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 | Cold Feed | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-20-15
DIME Test ID: 2023-08-20-15-1
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: 2024-03-01
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: 08/23/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
2066 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
81.6 grams | 96 % | |||||
257.2 grams | 88 % | |||||
1248.1 grams | 40 % | |||||
506.2 grams | ||||||
243.6 grams | 21 % | |||||
332.1 grams | 14 % | |||||
383.1 grams | 10 % | |||||
415.6 grams | 7 % | |||||
438.0 grams | 5 % | |||||
452.8 grams | 4.2 % | |||||
454.8 grams |
General comments (publicly viewable) (Max 1000 characters): P¾″=100.%,
P½″=96%,
P⅜″=88%,
P№4=40.%,
P№8=21%,
P№200=4.2%
Test was verified on 3/1/2024 ✔