Summary for Test 2022-12-06-28-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 |
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DIST-CO-RTE-PM | 01-DN-101-8.2/8.7 |
Award Date | 04/21/2020 |
Closeout Date | Not set |
Work Description | Panther Creek & Hunter Creek Bridges |
Location Description | DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 12/06/2022 | Sample Unique Key | 28 |
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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 | 12/09/2022 |
Sample type | Quality Assurance | A brief description of the sample | PCC cylinders |
The quantity of what the sample constitutes | Unknown | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Omar | Last name of sampler or witnessed by | Ohmed |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | C0147 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 281104 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 57423 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-12-06-28
DIME Test ID: 2022-12-06-28-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-01-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Amir Sarder
Date of test: 01/03/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 181710 lb
Maximum load on cylinder 2: 182170 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: 0 hours
Cross sectional area of cylinder 1: 28.3 in^2
Cross sectional area of cylinder 2: 28.3 in^2
Compressive strength (to nearest 10 psi): 6430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/3/2023 ✔