Summary for Test 2021-05-12-43-10
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214665 DEA: 081G5504 EFIS: 0816000035 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R28.9 |
| Award Date | 03/09/2021 |
| Closeout Date | 01/18/2022 |
| Work Description | REPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | SAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 05/12/2021 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 05/24/2021 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R15 0.75% LAS |
| The quantity of what the sample constitutes | 12 Bags Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Oro Grande | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0299A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Oro Grande | 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) | 91-36-0022/91-36-0046/91-36-00137 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 224112 ORO MPC | A detailed description of where the material sample was collected | Belt Cut at Vulcan Oro Grande 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: 2021-05-12-43
DIME Test ID: 2021-05-12-43-10
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: 2021-06-02
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: Dominic Montemayor, Larry Diaz, Satish Jain
Date of test: 06/01/2021
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 83 % | ||||||
| 68 % | ||||||
| 51 % | ||||||
| 41 % | ||||||
| 31 % | ||||||
| 23 % | ||||||
| 14 % | ||||||
| 8 % | ||||||
| 4.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied
Test was verified on 6/2/2021 ✔