Summary for Test 2020-12-03-8-11
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214397 DEA: 120N3204 EFIS: 1213000196 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R9.8/R18.9 |
| Award Date | 11/07/2019 |
| Closeout Date | 07/01/2022 |
| Work Description | CONST PRECAST SLAB REPLACEMENT, COLD PLANE AC PVMT AND PLACE RHMA. |
| Location Description | ORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 12/02/2019) |
Sample Information
| Sample Taken Date | 12/03/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 12/07/2020 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" WMA-A-SP R25 0.25% LAS |
| The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 1 Bag Rap | 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 | 0686A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R J 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 R25 | 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: 2020-12-03-8
DIME Test ID: 2020-12-03-8-11
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: 2021-01-20
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: Satish Jain/Juan LeRoy
Date of test: 12/10/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 86 % | ||||||
| 74 % | ||||||
| 48 % | ||||||
| 30 % | ||||||
| 20 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined Aggregate Gradation W/Rap Gradation Correlation Factors
Test was verified on 1/20/2021 ✔