Summary for Test 2019-07-22-20-1
Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 213877 DEA: 060X8904 EFIS: 0618000179 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-0.0/11.5 |
| Award Date | 03/15/2019 |
| Closeout Date | 04/16/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA TYPE G. |
| Location Description | KINGS COUNTY ABOUT 6.5 MILES SOUTH OF KETTLEMAN CITY FROM KERN COUNTY LINE TO 0.1 MILE SOUTH OF UTICA AVENUE |
| QA Service Level | 1 (Verified on 04/11/2019) |
Sample Information
| Sample Taken Date | 07/22/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 07/26/2019 |
| Sample type | Quality Assurance | A brief description of the sample | sublot 15 |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Other |
| First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
| Title of sampler | na | Telephone number of sampler | |
| Laboratory sample identification | 19-RHMA-0127 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | sample from plant | Transportation Laboratory (TL) Number | C816176-15 |
| 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) | SPM Avenal CA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | 15 | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-07-22-20
DIME Test ID: 2019-07-22-20-1
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: 2019-08-01
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: PM/RK/JH
Date of test: 08/01/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2836.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 72.1 grams | 97.5 % | |||||
| 419.5 grams | 85.2 % | |||||
| 0 grams | 100 % | |||||
| 1746.6 grams | 38.4 % | |||||
| 634.3 grams | 16 % | |||||
| 818.2 grams | 9.5 % | |||||
| 921.0 grams | 5.9 % | |||||
| 984.9 grams | 3.6 % | |||||
| 1020.5 grams | 2.3 % | |||||
| 1049.2 grams | 1.32 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/1/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.