Summary for Test 2023-04-05-59-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993442 DEA: 07323304 EFIS: 0716000063 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-R28.0/R30.4 |
| Award Date | 02/17/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | INSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT. |
| Location Description | LOS ANGLES COUNTY IN POMONA AT VARIOUS LOCATIONS FROM PHILLIPS RANCH ROAD OVERCROSSING TO 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/16/2021) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 04/13/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-SP |
| The quantity of what the sample constitutes | 45 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 | Vulcan Irwindale | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A | The fabricator/manufacturer designation for the sample | Mix 220831 A |
| The plant number | Irwindale | A detailed description of where the material sample was collected | Belt Discharge |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 220831A IRW LTR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-05-59
DIME Test ID: 2023-04-05-59-1
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: 2023-04-24
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: Victor Pham
Date of test: 04/13/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6630.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 451.0 grams | 93 % | |||||
| 1780.0 grams | 73 % | |||||
| 2478.0 grams | 63 % | |||||
| 3827.0 grams | 42 % | |||||
| 355 grams | ||||||
| 92.0 grams | 31 % | |||||
| 174.0 grams | 21 % | |||||
| 241.0 grams | 13 % | |||||
| 294.0 grams | 7 % | |||||
| 321.0 grams | 4 % | |||||
| 333.0 grams | 2.6 % | |||||
| 334.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2023 ✔