Summary for Test 2019-06-19-19-4
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
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DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
Award Date | 04/18/2019 |
Closeout Date | 06/28/2022 |
Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
Sample Taken Date | 06/19/2019 | Sample Unique Key | 19 |
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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 | 06/20/2019 |
Sample type | Per Request | A brief description of the sample | Soil Sample Native Selected |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Guzman |
Title of sampler | MREA | Telephone number of sampler | (909) 829-6292 |
Laboratory sample identification | 8618 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | 8618 |
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 | A-19-004 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-06-19-19
DIME Test ID: 2019-06-19-19-4
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: 2019-07-03
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: 06/21/2019
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 94 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 84 %
Cumulative percent passing the #8 sieve: 73 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 42 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔