Summary for Test 2022-04-15-52-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
| Award Date | 09/27/2021 |
| Closeout Date | 03/28/2023 |
| Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
| QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
| Sample Taken Date | 04/15/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 04/15/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" coldfeed |
| The quantity of what the sample constitutes | L1SL2 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Salvador | Last name of sampler or witnessed by | Lopez-zamora |
| Title of sampler | Telephone number of sampler | 8057483854 | |
| Laboratory sample identification | L1SL2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Calportland-Garey | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 2 | HMA 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: 2022-04-15-52
DIME Test ID: 2022-04-15-52-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-05-31
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: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 04/18/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 95.9 %
Cumulative percent passing the 1/2 in. sieve: 83.4 %
Cumulative percent passing the 3/8 in. sieve: 65.6 %
Cumulative percent passing the #4 sieve: 40.4 %
Cumulative percent passing the #8 sieve: 68.8 %
Cumulative percent passing the #16 sieve: 49.5 %
Cumulative percent passing the #30 sieve: 37.6 %
Cumulative percent passing the #50 sieve: 26.7 %
Cumulative percent passing the #100 sieve: 17.1 %
Cumulative percent passing the #200 sieve: 11.1 %
General comments (publicly viewable) (Max 1000 characters): #4 below minimum operating range 46 (44). #8 below minimum operating range 32 (31).
Test was verified on 5/31/2022 ✔