Summary for Test 2024-04-15-79-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994405 DEA: 080F5414 EFIS: 0800000137 COOP: 081743 |
|---|---|
| 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 | 04/15/2024 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 05/03/2024 |
| Sample type | Quality Control | A brief description of the sample | TYPE II / V |
| The quantity of what the sample constitutes | 9.00 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 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31163871 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| 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 | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-04-15-79
DIME Test ID: 2024-04-15-79-1
Testing Lab: Surecast West
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-05-14
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: 05/03/2024
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: 65490 lb
Maximum load on cylinder 2: 65240 lb
Maximum load on cylinder 3: 64110 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
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): 5170 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2024 ✔