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 | 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 |
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
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 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 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2023 ✔