Summary for Test 2023-10-30-98-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
---|---|
DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Cholame Segment |
Location Description | Not set |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 10/30/2023 | 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 | 01/11/2024 |
Sample type | Dispute Resolution | A brief description of the sample | 3/4" HMA-A w/15% RAP, WMA |
The quantity of what the sample constitutes | 2 Bags Aggregate | From where was the sample collected | Source |
First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Engen |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 24-Dispute-0003 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | SPM AVENAL | Transportation Laboratory (TL) Number | C979514 |
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) | 91-10-0006 |
---|---|---|---|
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 | HMA Plant | |
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 | 3 | |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-10-30-98
DIME Test ID: 2023-10-30-98-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-01-17
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Bang Nguyen
Date of test: 01/17/2024
Individual Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5479.4 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
38.3 grams | 99 % | |||||
692.9 grams | 87 % | |||||
940.4 grams | 69 % | |||||
1420.0 grams | 44 % | |||||
594 grams | ||||||
247.8 grams | 26 % | |||||
153.1 grams | 14 % | |||||
79.6 grams | 8 % | |||||
42.9 grams | 5 % | |||||
22.7 grams | 4 % | |||||
15.1 grams | 2.4 % | |||||
1 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2024 ✔