Summary for Test 2022-03-10-25-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 03/10/2022 | Sample Unique Key | 25 |
---|---|---|---|
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 | 03/16/2022 |
Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A |
The quantity of what the sample constitutes | 1180 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | 2137924794 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | granite- santa paula | Transportation Laboratory (TL) Number | 0310C1 |
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) | 91-19-0046 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A | The fabricator/manufacturer designation for the sample | mix 13762 |
The plant number | A detailed description of where the material sample was collected | belt cut | |
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 | Not set |
Test Details
DIME Sample ID: 2022-03-10-25
DIME Test ID: 2022-03-10-25-1
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-04-07
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?: No
Input Type: Measured
Tester's full name: A.Truong
Date of test: 03/16/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6671 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
134.5 grams | 98 % | |||||
1826.4 grams | 72.6 % | |||||
2479.1 grams | 62.8 % | |||||
3567.2 grams | 46.5 % | |||||
117.5 grams | 32.4 % | |||||
201.0 grams | 22.4 % | |||||
260.2 grams | 15.3 % | |||||
309.3 grams | 9.4 % | |||||
347.9 grams | 4.8 % | |||||
364.1 grams | 2.83 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔