Summary for Test 2019-11-06-24-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214664 DEA: 081G7404 EFIS: 0816000060 |
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DIST-CO-RTE-PM | 08-SBD-15-R110.0 |
Award Date | 12/01/2020 |
Closeout Date | 06/30/2021 |
Work Description | RECONSTRUCT EARTHEN DIKE, PLACE STRUC. STEEL BRIDGE & TORTOISE FENCE. |
Location Description | BETWEEN BARSTOW AND BAKER AT 1.6 MILES SOUTH OF AFTON ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 11/06/2019 | Sample Unique Key | 24 |
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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 | 11/07/2019 |
Sample type | Quality Assurance | A brief description of the sample | SOIL |
The quantity of what the sample constitutes | 2 BAGS | From where was the sample collected | Job Site |
First name of sampler or witnessed by | HAKIMA | Last name of sampler or witnessed by | H |
Title of sampler | TE CIVIL | Telephone number of sampler | 562-665-0454 |
Laboratory sample identification | 8816 | Linked DIME Sample ID | 2019-11-06-24 |
The fabricator/manufacturer/facility name | NATIVE | Transportation Laboratory (TL) Number | C639959 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S-1 | 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 | 08-SBD-15-PM110 SURFACE |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-11-06-24
DIME Test ID: 2019-11-06-24-1
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: 2020-03-12
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: JUAN A LE OY
Date of test: 11/13/2019
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: 99 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 83 %
Cumulative percent passing the #8 sieve: 77 %
Cumulative percent passing the #16 sieve: 71 %
Cumulative percent passing the #30 sieve: 61 %
Cumulative percent passing the #50 sieve: 39 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 7.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/12/2020 ✔