Summary for Test 2023-10-30-105-1
Test performed: ASTM C39-21Project 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 | 10/30/2023 | Sample Unique Key | 105 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/30/2023 |
| Sample type | Quality Control | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 8890 sqft | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Joey | Last name of sampler or witnessed by | Buckler |
| Title of sampler | QC Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Surecast West | 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 | 30992400 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Surecast | 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: 2023-10-30-105
DIME Test ID: 2023-10-30-105-1
Testing Lab: ZT Consulting Group, Incorporated
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-07-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Cole Hofberg
Date of test: 11/17/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 8.72 lb
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: 70140 lb
Maximum load on cylinder 2: 72620 lb
Maximum load on cylinder 3: 75430 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: 19 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12 in^2
Cross sectional area of cylinder 2: 12 in^2
Cross sectional area of cylinder 3: 12 in^2
Compressive strength (to nearest 10 psi): 5800 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2025 ✔