Summary for Test 2020-06-25-48-4
Test performed: CTM 205-December 2010Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 06/25/2020 | Sample Unique Key | 48 |
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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 | 06/25/2020 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" Shoulder Backing |
The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Harper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78495 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Fawndale | Transportation Laboratory (TL) Number | 717974 |
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) | 91-45-0017 |
---|---|---|---|
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 | Fawndale Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-25-48
DIME Test ID: 2020-06-25-48-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2020-10-22
Test Results
Will you be using 1/4 in. x No. 4 sieve?: No
Input Type: Calculated
Tester's full name: Arthur Mills
Date of test: 06/25/2020
Percent Coarse Crushed: 97 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): Coarse 1 face
Test was verified on 10/22/2020 ✔