Summary for Test 2024-09-12-33-4
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215639 DEA: 100S6804 EFIS: 1014000100 |
|---|---|
| DIST-CO-RTE-PM | 10-ALP-4,88,89-Var |
| Award Date | 06/21/2021 |
| Closeout Date | 04/18/2025 |
| Work Description | REPLACE CULVERTS, HEADWALLS AND REPLACE END TREATMENTS. |
| Location Description | ALPINE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/21/2021) |
Sample Information
| Sample Taken Date | 09/12/2024 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 09/12/2024 |
| Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | production day | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Wilfredo | Last name of sampler or witnessed by | Bucaneg |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Rinker Materials | 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 | mix5 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2-13700 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Besser Hopper | 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: 2024-09-12-33
DIME Test ID: 2024-09-12-33-4
Testing Lab: Rinker Materials
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-09-24
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wilfredo Bucaneg
Date of test: 09/20/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 4970 lb
Maximum load on cylinder 2: 5120 lb
Maximum load on cylinder 3: 4870 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 7 days
Age of specimen in hours: no data
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): 4990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2024 ✔