Summary for Test 2021-06-23-23-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215535 DEA: 081L6704 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-62-15.1/29.3 |
| Award Date | 04/27/2021 |
| Closeout Date | 05/26/2022 |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING, SLURRY SEAL, AND STRIPING. |
| Location Description | SAN BERNARDINO COUNTY AT AND NEAR JOSHUA TREE FROM YUCCA MESA ROAD TO BERMUDA AVENUE |
| QA Service Level | 1 (Verified on 07/06/2021) |
Sample Information
| Sample Taken Date | 06/23/2021 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 07/07/2021 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" HMA-A-SP R22 0.75% LAS |
| The quantity of what the sample constitutes | 6 Bags of Combined Aggregate, 4 Bags of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Matich Cabazon | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0405A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Matich Cabazon | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0008::CABAZON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R22 | The fabricator/manufacturer designation for the sample | |
| The plant number | CHP 64D | A detailed description of where the material sample was collected | Belt Cut at Matich Cabazon 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: 2021-06-23-23
DIME Test ID: 2021-06-23-23-9
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: 2021-07-19
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
Date of test: 07/15/2021
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 94 %
Cumulative percent passing the #4 sieve: 67 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 43 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 7/19/2021 ✔