Summary for Test 2021-07-15-65-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
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DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
Award Date | 12/15/2020 |
Closeout Date | Not set |
Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
Sample Taken Date | 07/15/2021 | Sample Unique Key | 65 |
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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 | 07/15/2021 |
Sample type | Quality Control | A brief description of the sample | Orca Sand |
The quantity of what the sample constitutes | 1 Day | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Haagensen |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Matthews Readymix | Transportation Laboratory (TL) Number | |
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) | ::PORT MCNEIL QUARRY(ORCA AGGREGATE) |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | DDJSP8Q3 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-15-65
DIME Test ID: 2021-07-15-65-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-04-13
Test Results
What size aggregate is being tested?: Fine Aggregate
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: Todd Strait
Date of test: 07/16/2021
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 96 %
Cumulative percent passing the #8 sieve: 81 %
Cumulative percent passing the #16 sieve: 66 %
Cumulative percent passing the #30 sieve: 49 %
Cumulative percent passing the #50 sieve: 24 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 2.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2022 ✔