Summary for Test 2019-10-02-31-4
Test performed: CTM 203-February 2008Project Information
Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
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DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
Award Date | 04/26/2021 |
Closeout Date | Not set |
Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 10/02/2019 | Sample Unique Key | 31 |
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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 | 10/09/2019 |
Sample type | Per Request | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Shadi | Last name of sampler or witnessed by | Dweab |
Title of sampler | TE | Telephone number of sampler | 657-328-6367 |
Laboratory sample identification | 8758 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C-7303-2 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Rte 60 PM R7.4 - R9.9, A-19-001, Sample No. S-7 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-10-02-31
DIME Test ID: 2019-10-02-31-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2019-10-16
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Tess Perez
Date of test: 10/14/2019
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 92 %
Cumulative percent passing the #8 sieve: 84 %
Cumulative percent passing the #16 sieve: 70 %
Cumulative percent passing the #30 sieve: 52 %
Cumulative percent passing the #50 sieve: 33 %
Cumulative percent passing the #100 sieve: 20 %
Cumulative percent passing the #200 sieve: 14 %
General comments (publicly viewable) (Max 1000 characters): Material in Suspension: 1 hr 9.1%, 24 hrs 5.5%, Combined % in Suspension 1 hr 8%, 24 hrs 5%
Test was verified on 10/16/2019 ✔