Summary for Test 2019-08-02-21-4
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213551 DEA: 080K2934 EFIS: 0812000100 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-R36.8/R39.2 |
| Award Date | 11/09/2018 |
| Closeout Date | 09/15/2021 |
| Work Description | PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 08/02/2019 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 08/02/2019 |
| Sample type | Per Request | A brief description of the sample | Class 2 Agg Base |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Juan | Last name of sampler or witnessed by | LeRoy |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | 8662 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C 003101-4 |
| 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 | I-10 Lanes number 1 and 2 |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1-1/2 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: 2019-08-02-21
DIME Test ID: 2019-08-02-21-4
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: 2019-09-16
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: Kiet Phan
Date of test: 08/09/2019
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: 98 %
Cumulative percent passing the 1 1/2 in. sieve: 95 %
Cumulative percent passing the 1 in. sieve: 91 %
Cumulative percent passing the 3/4 in. sieve: 89 %
Cumulative percent passing the 1/2 in. sieve: 86 %
Cumulative percent passing the 3/8 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 76 %
Cumulative percent passing the #8 sieve: 68 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 51 %
Cumulative percent passing the #50 sieve: 41 %
Cumulative percent passing the #100 sieve: 29 %
Cumulative percent passing the #200 sieve: 20 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2019 ✔