Summary for Test 2019-10-14-13-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213744 DEA: 080P3904 EFIS: 0800001025 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-18-101.5/115.9 |
| Award Date | 02/01/2019 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN EXISTING SHOULDER TO 8' AND CONSTRUCT SHOULDER RUMBLE STRIPS |
| Location Description | SAN BERNARDINO COUNTY FROM 0.5 MILE WEST OF ROUTE 395 TO 263 RD STREET. |
| QA Service Level | 1 (Verified on 05/30/2019) |
Sample Information
| Sample Taken Date | 10/14/2019 | 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 | 10/16/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R12 |
| The quantity of what the sample constitutes | 25k Milestone 5 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Oluoha |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0634A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | VCM Calmat San Bernardino | 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) | 91-36-0137::CAJON CREEK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R12 | The fabricator/manufacturer designation for the sample | 224108 SBP SJR |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan San Bernardino |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | 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: 2019-10-14-13
DIME Test ID: 2019-10-14-13-10
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: 2020-05-07
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, Satish Jain
Date of test: 10/17/2019
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 79 % | ||||||
| 69 % | ||||||
| 52 % | ||||||
| 41 % | ||||||
| 30 % | ||||||
| 20 % | ||||||
| 11 % | ||||||
| 6 % | ||||||
| 3.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate w/Correlation Factors Applied
Test was verified on 5/7/2020 ✔