Summary for Test 2019-09-20-7-9
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214032 DEA: 09378604 EFIS: 0918000080 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R128.9/R135.1 |
| Award Date | 05/13/2019 |
| Closeout Date | 12/02/2019 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 09/20/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 09/24/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R25 |
| The quantity of what the sample constitutes | 10k Milestone 15 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tim | Last name of sampler or witnessed by | Reyes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0560A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Little Rock | 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) | 91-19-0008::LITTLEROCK |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | 1468 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Granite Little Rock Plant |
| 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
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DIME Sample ID: 2019-09-20-7
DIME Test ID: 2019-09-20-7-9
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: 2019-10-07
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: Satish Jain
Date of test: 09/26/2019
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: 100 %
Cumulative percent passing the #4 sieve: 74 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 40 %
Cumulative percent passing the #30 sieve: 30 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 15 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters): RAP Gradation After Ignition Oven
Test was verified on 10/7/2019 ✔