Summary for Test 2021-03-09-12-2
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061 |
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DIST-CO-RTE-PM | 05-SB-101-55.9/R56.2 |
Award Date | 09/13/2022 |
Closeout Date | Not set |
Work Description | Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement. |
Location Description | IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R) |
QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
Sample Taken Date | 03/09/2021 | Sample Unique Key | 12 |
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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 | 03/10/2021 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 11 CY | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Stephen | Last name of sampler or witnessed by | Haynes |
Title of sampler | QC Inspector Technician | Telephone number of sampler | 9253317125 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | KIE-CON, INC | 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 | K3050-300CPx |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 109717 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | 20-096 3/9/21 | |
A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | Rectangular Girder |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-03-09-12
DIME Test ID: 2021-03-09-12-2
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Stephen Haynes
Date of test: 04/06/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 237900 lb
Maximum load on cylinder 2: 245430 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: 676 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 8550 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2021 ✔