Summary for Test 2023-01-13-22-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993844 DEA: 070W1004 EFIS: 0721000043 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-31.8/42.6 |
| Award Date | 06/28/2022 |
| Closeout Date | Not set |
| Work Description | PLACE RUBBERIZED HMA (GAP GRADED) |
| Location Description | LOS ANGELES COUNTY IN BURBANK AND LOS ANGELES FROM COHASSET STREET UNDERCROSSING TO ROXFORD STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/20/2022) |
Sample Information
| Sample Taken Date | 01/13/2023 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 01/19/2023 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" WMA-A-SP R15 0.5% EVO |
| The quantity of what the sample constitutes | 10 Bags Of Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0111A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 220826 SVA VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley |
| 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 |
Test Details
DIME Sample ID: 2023-01-13-22
DIME Test ID: 2023-01-13-22-9
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: 2023-03-28
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 01/26/2023
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 76 % | ||||||
| 58 % | ||||||
| 45 % | ||||||
| 33 % | ||||||
| 23 % | ||||||
| 15 % | ||||||
| 10 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 3/28/2023 ✔
