Summary for Test 2025-05-15-51-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215038 DEA: 051J7804 EFIS: 0518000052 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-61.88/61.88 |
| Award Date | 10/22/2024 |
| Closeout Date | Not set |
| Work Description | SAFETY IMPROVEMENTS |
| Location Description | WELLSONA SAFETY IMPROVEMENTS, SLO 101 |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 05/15/2025 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 05/16/2025 |
| Sample type | Acceptance | A brief description of the sample | 3 cylinders @ 4x8" |
| The quantity of what the sample constitutes | undercrossing abutment 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Juan | Last name of sampler or witnessed by | De La Torre |
| Title of sampler | ARE | Telephone number of sampler | 559-363-0082 |
| Laboratory sample identification | 05_15_25 590RN1010 - 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Cal Portland Concrete - Paso Robles, CA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Welsona Undercrossing Abut 2 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 590RN1010 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | Cal Portland Concrete Paso Robles | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Mix Truck | Where the material sample would have been placed if not sampled | Welsona Undercrossing Abut 2 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-05-15-51
DIME Test ID: 2025-05-15-51-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-05-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 05/22/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 42585 lb
Maximum load on cylinder 2: 42361 lb
Maximum load on cylinder 3: 42634 lb
Type of fracture pattern of cylinder 1: 2
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: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 3387.8 psi
Compressive strength of cylinder 2: 3388.9 psi
Compressive strength of cylinder 3: 3375.6 psi
Compressive strength (to nearest 10 psi): 3380 psi
General comments (publicly viewable) (Max 1000 characters): Acceptance testing.
Test was verified on 5/22/2025 ✔