Summary for Test 2024-04-18-60-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994574 DEA: 050C7334 EFIS: 0518000116 |
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DIST-CO-RTE-PM | 05-SCR-1-10.5/13.4 |
Award Date | 06/29/2023 |
Closeout Date | Not set |
Work Description | CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs |
Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 04/13/2023) |
Sample Information
Sample Taken Date | 04/18/2024 | Sample Unique Key | 60 |
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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 | 04/19/2024 |
Sample type | Quality Control | A brief description of the sample | 3/8 Aggregate |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Hiner |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Rock | 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) | 91-50-0008 |
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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 @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | 087722 | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-04-18-60
DIME Test ID: 2024-04-18-60-1
Testing Lab: Construction Testing Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-05-09
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse 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: Michael Mahurin
Date of test: 04/22/2024
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99.4 %
Cumulative percent passing the #4 sieve: 8.5 %
Cumulative percent passing the #8 sieve: 0.3 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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20353_L273655_04-18-2024_L-Soil_ Results | 164.73 KB | 05/09/2024 | 2024-04-18-60-1 | Info |
Test was verified on 5/9/2024 ✔