Summary for Test 2023-08-01-109-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
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DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/26/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 08/01/2023 | Sample Unique Key | 109 |
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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 | 08/02/2023 |
Sample type | Quality Control | A brief description of the sample | Structural Concrete |
The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Joel | Last name of sampler or witnessed by | D'asaro |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Don Chapin Co. | 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 | G67534ST |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 420822 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Tumey Gulch bridge deck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-08-01-109
DIME Test ID: 2023-08-01-109-1
Testing Lab: Sequoia Consultants
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-12-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Axel Ortega
Date of test: 08/29/2023
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: 155840 lb
Maximum load on cylinder 2: 146740 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 6
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 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): 5350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/1/2023 ✔