Summary for Test 2020-11-24-8-2
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 214873 DEA: 010F3104 EFIS: 0115000108 |
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DIST-CO-RTE-PM | 01-DN-101-39.8 |
Award Date | 05/28/2020 |
Closeout Date | 10/07/2022 |
Work Description | REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE. |
Location Description | DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK |
QA Service Level | 1 (Verified on 06/04/2020) |
Sample Information
Sample Taken Date | 11/24/2020 | Sample Unique Key | 8 |
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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 | 11/25/2020 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 35.3 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 | (925)331-7125 |
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 | K6080-603 V1 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 108558 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | 20-060 11/24/2020 | |
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 | box girder |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-11-24-8
DIME Test ID: 2020-11-24-8-2
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Danny Crane
Date of test: 12/22/2020
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: 245350 lb
Maximum load on cylinder 2: 238630 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: 675 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): 8560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2021 ✔