Summary for Test 2023-03-26-7-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994501 DEA: 072XE904 EFIS: 0723000103 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-71-R1.52/1.60 |
| Award Date | 02/16/2023 |
| Closeout Date | 01/11/2024 |
| Work Description | Saw cut around the localized failed area (digouts) to remove the AC pavement, replace with HMA-A and replace any pavement delineation and pavement markers that are removed. |
| Location Description | In Los Angeles County, in the City of Pomona, on both the southbound and northbound directions of LA 71, from Valley Blvd (PM R1.52) to Mission Blvd (PM 1.60). |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 03/26/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 03/28/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 1000 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 | RJ Noble Orange | Transportation Laboratory (TL) Number | C0326B1 |
| 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) | 91-33-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A | The fabricator/manufacturer designation for the sample | |
| The plant number | Orange | 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 | 36R2508SPWEO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-26-7
DIME Test ID: 2023-03-26-7-1
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: 2023-04-19
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: A.Truong
Date of test: 03/29/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5808.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 185.0 grams | 97 % | |||||
| 1260.0 grams | 78 % | |||||
| 2185.0 grams | 62 % | |||||
| 3566.0 grams | 39 % | |||||
| 414 grams | ||||||
| 163.0 grams | 24 % | |||||
| 248.0 grams | 16 % | |||||
| 297.0 grams | 11 % | |||||
| 328.0 grams | 8 % | |||||
| 351.0 grams | 6 % | |||||
| 364.0 grams | 4.7 % | |||||
| 366.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2023 ✔