Summary for Test 2022-10-07-68-1
Test performed: CTM 202-November 2011
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Project Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
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DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 10/07/2022 | Sample Unique Key | 68 |
---|---|---|---|
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 | 10/07/2022 |
Sample type | Quality Control | A brief description of the sample | SL-4201CG |
The quantity of what the sample constitutes | 27 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Irwin | Last name of sampler or witnessed by | McMath |
Title of sampler | Field Technician | Telephone number of sampler | |
Laboratory sample identification | S22-061 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | highway median |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Shamrock Materials Petaluma |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | SL-4201CG | The fabricator/manufacturer designation for the sample | SL-4201CG |
The plant number | A detailed description of where the material sample was collected | at plant | |
Where the material sample would have been placed if not sampled | concrete | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | SL-4201CG | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-10-07-68
DIME Test ID: 2022-10-07-68-1
Testing Lab: Pavement Engineers
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-12-13
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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 10/19/2022
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: 92 %
Cumulative percent passing the 1/2 in. sieve: 62 %
Cumulative percent passing the 3/8 in. sieve: 56 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 26 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 1.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.