Summary for Test 2023-05-06-19-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994248 DEA: 051K1204 EFIS: 0518000125 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-9-1.0,4.0 |
| Award Date | 12/07/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | CONSTRUCT SIDEHILL VIADUCTS. |
| Location Description | SANTA CRUZ COUNTY AT 0.5 MILE NORTH OF VERNON STREET AND AT 0.8 MILE SOUTH OF GLENGARRY ROAD |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 05/06/2023 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/06/2023 | Sample type | Quality Control |
| A brief description of the sample | concrete | The quantity of what the sample constitutes | 100 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Gregory |
| Last name of sampler or witnessed by | Carr | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Rock | |
| 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 | 57S750 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 187491 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | concrete truck | 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: 2023-05-06-19
DIME Test ID: 2023-05-06-19-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-12-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Gregory Carr
Date of test: 05/06/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 195590 lb
Maximum load on cylinder 2: 194740 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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): 6900 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2023 ✔