Summary for Test 2023-02-17-36-1
Test performed: ASTM C293-10Project Information
Project Identifiers | Project ID: 214341 DEA: 081J2004 EFIS: 0817000237 |
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DIST-CO-RTE-PM | 08-SBD-15-R21.5/R22.0 |
Award Date | 11/16/2021 |
Closeout Date | Not set |
Work Description | EXTEND DECELARATION LANE |
Location Description | SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 02/17/2023 | Sample Unique Key | 36 |
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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 | 02/18/2023 |
Sample type | Quality Assurance | A brief description of the sample | pcc beams rsc |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | larry | Last name of sampler or witnessed by | francisco |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | 1B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sully Miller | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | RRM22121 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | load 3 AT 30CY | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | AT THE JOBSITE | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-02-17-36
DIME Test ID: 2023-02-17-36-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: ASTM C293-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)
Test Release Date: 2023-03-03
Test Results
Unit system used?: US Units
Input Type: Calculated
Tester's full name: larry francisco
Date of test: 02/27/2023
Identification number: 1B
Width of specimen: 5.95 inch
Depth of specimen: 6.1 inch
Span length of specimen: 18 inch
Maximum load applied: 6620 lb
Curing history and apparent moisture condition of the specimen: SANDS PIT
If specimen was capped, ground or if leather shims were used: NO
Defects in specimen: NO
Age of specimen: 10 days
Modulus of rupture: 540 psi
General comments (publicly viewable) (Max 1000 characters): SPEC PSI OF 550 PSI FOR 28 DAYS BREAK
Test was verified on 3/3/2023 ✔