Summary for Test 2019-12-17-13-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213741 DEA: 07325704 EFIS: 0716000089 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-1.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BUILDING CONSTRUCTION IN LOS ANGELES COUNTY IN SANTA FE SPRINGS AT 14044 FREEWAY DRIVE. |
| Location Description | Santa Fe Springs, At 14044 Freeway Drive. |
| QA Service Level | 1 (Verified on 07/08/2019) |
Sample Information
| Sample Taken Date | 12/17/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 12/20/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 WMA-A-SP R25 |
| The quantity of what the sample constitutes | JMF 5 Bags | 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 | 0729A-19 | 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 | 1/2 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | 40R2507SPWEO |
| The plant number | Unknown | 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 | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-12-17-13
DIME Test ID: 2019-12-17-13-10
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: 2020-03-17
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: Kiet Phan
Date of test: 01/08/2020
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 97 % | ||||||
| 91 % | ||||||
| 69 % | ||||||
| 57 % | ||||||
| 42 % | ||||||
| 31 % | ||||||
| 22 % | ||||||
| 15 % | ||||||
| 9.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Coarse and Fine RAP Gradation After Ignition Oven
Test was verified on 3/17/2020 ✔