Summary for Test 2019-09-16-20-3
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 | 09/16/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 10/25/2019 |
| Sample type | Department Acceptance | A brief description of the sample | Coldfeed 3/4" Lime Treated Agg |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tim | Last name of sampler or witnessed by | Reyes |
| Title of sampler | QC Supervisor | Telephone number of sampler | |
| Laboratory sample identification | 8724 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Little Rock | Transportation Laboratory (TL) Number | C912442 |
| 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) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | From roard while paving in operation |
| 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 | 6 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-09-16-20
DIME Test ID: 2019-09-16-20-3
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: Larry Diaz
Date of test: 09/27/2019
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 76 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 42 %
Cumulative percent passing the #8 sieve: 26 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/7/2019 ✔