Summary for Test 2024-02-26-51-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994405 DEA: 080F5414 EFIS: 0800000137 COOP: 081743 |
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DIST-CO-RTE-PM | 08-RIV-- |
Award Date | 10/12/2022 |
Closeout Date | Not set |
Work Description | RIV 71/91 FLYOVER |
Location Description | Not set |
QA Service Level | 2 (Verified on 11/07/2022) |
Sample Information
Sample Taken Date | 02/26/2024 | Sample Unique Key | 51 |
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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 | 03/15/2024 |
Sample type | Quality Control | A brief description of the sample | TYPE II / V |
The quantity of what the sample constitutes | 9.0 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JOEY | Last name of sampler or witnessed by | BUCKLER |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CEMEX-REDLANDS | 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 | 1610974 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31112511 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | COMCRETE SAMPLE FROM WHEEL BARROW | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-02-26-51
DIME Test ID: 2024-02-26-51-1
Testing Lab: Surecast West
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-04-17
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: CODY COPPINS
Date of test: 03/15/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 68000 lb
Maximum load on cylinder 2: 66500 lb
Maximum load on cylinder 3: 67630 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 18 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 5360 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2024 ✔