Summary for Test 2021-09-14-26-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 |
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DIST-CO-RTE-PM | 04-SON-1-15-15.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Construct roadway and bridge with structural concrete and CIDH piling |
Location Description | District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7 |
QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
Sample Taken Date | 09/14/2021 | Sample Unique Key | 26 |
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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 | 09/14/2021 |
Sample type | Quality Control | A brief description of the sample | Washed Concrete Sand |
The quantity of what the sample constitutes | 1 Day | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Clarke |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Shamrock Concrete | 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 | SL-4700 | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-09-14-26
DIME Test ID: 2021-09-14-26-1
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: 2022-03-29
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: 09/15/2021
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 85 %
Cumulative percent passing the #16 sieve: 69 %
Cumulative percent passing the #30 sieve: 51 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 2.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔