Summary for Test 2021-03-18-5-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214821 DEA: 120H1504 EFIS: 1216000055 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-4.9/5.5,10.5/14.1 |
| Award Date | 09/11/2020 |
| Closeout Date | 07/03/2024 |
| Work Description | Cold plane AC, RHMA-G paving, and curb ramp reconstruction |
| Location Description | ORANGE COUNTY IN LAGUNA BEACH AND NEWPORT BEACH FROM 0.2 MILE SOUTH OF VISTA DEL SOL TO 7TH AVENUE AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE |
| QA Service Level | 1 (Verified on 10/26/2020) |
Sample Information
| Sample Taken Date | 03/18/2021 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/22/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25, 0.25% EVO |
| The quantity of what the sample constitutes | 3 Bags of Coldfeed Aggegate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0165A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 36R2508SPWEO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | 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: 2021-03-18-5
DIME Test ID: 2021-03-18-5-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-03-29
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 03/26/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96 % | ||||||
| 88 % | ||||||
| 62 % | ||||||
| 43 % | ||||||
| 32 % | ||||||
| 23 % | ||||||
| 16 % | ||||||
| 11 % | ||||||
| 8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 3/29/2021 ✔