Summary for Test 2022-03-23-29-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-I-15,SR-91-6.1-7.6 |
| Award Date | 03/11/2020 |
| Closeout Date | 06/05/2024 |
| Work Description | I-15 ELC: 15/91 Express Lanes Connector Project (ELC) |
| Location Description | Junction of I-15 and SR-91 in Corona, CA |
| QA Service Level | 1 (Verified on 09/16/2020) |
Sample Information
| Sample Taken Date | 03/23/2022 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 04/18/2022 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP, R15 0.50% LAS |
| The quantity of what the sample constitutes | 4 Bags Of Combined Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0236A-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Corona | 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) | 91-33-0014, 91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 36R1501SPWC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona 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
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DIME Sample ID: 2022-03-23-29
DIME Test ID: 2022-03-23-29-9
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: 2022-06-01
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: David Padilla
Date of test: 04/25/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 92 % | ||||||
| 66 % | ||||||
| 47 % | ||||||
| 35 % | ||||||
| 25 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 6/1/2022 ✔