Summary for Test 2019-08-02-23-4
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 | 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 | 08/02/2019 |
| Sample type | Per Request | A brief description of the sample | Class 2 Agg Subbase |
| 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 | 8664 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C 003101-6 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-08-02-23
DIME Test ID: 2019-08-02-23-4
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: 08/02/2019
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: 98 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 81 %
Cumulative percent passing the #8 sieve: 70 %
Cumulative percent passing the #16 sieve: 62 %
Cumulative percent passing the #30 sieve: 53 %
Cumulative percent passing the #50 sieve: 42 %
Cumulative percent passing the #100 sieve: 30 %
Cumulative percent passing the #200 sieve: 21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2019 ✔