Summary for Test 2023-08-11-98-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
---|---|
DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
Award Date | 02/09/2023 |
Closeout Date | Not set |
Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
Sample Taken Date | 08/11/2023 | Sample Unique Key | 98 |
---|---|---|---|
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 | 08/11/2023 |
Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-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 | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D79322 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 857940 |
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) | 95-45-0017::Fawndale Rock Quarry (Redding, 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 | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-11-98
DIME Test ID: 2023-08-11-98-1
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: 2024-01-30
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 | |||||
---|---|---|---|---|---|---|
4985.6 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
35.0 grams | 99 % | |||||
1083.0 grams | 78 % | |||||
1771.0 grams | 64 % | |||||
3304.0 grams | 34 % | |||||
524.3 grams | ||||||
251.0 grams | 18 % | |||||
362.4 grams | 10 % | |||||
414.5 grams | 7 % | |||||
443.4 grams | 5 % | |||||
461.6 grams | 4 % | |||||
473.3 grams | 3.3 % | |||||
476.6 grams |
General comments (publicly viewable) (Max 1000 characters): P1″=100.%,
P¾″=99%,
P½″=78%,
P⅜″=64%,
P№4=34%,
P№8=18%,
P№200=3.3%
Test was verified on 1/30/2024 ✔