Summary for Test 2025-06-10-103-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO,KER-46-60.3/60.8,0.0/0.4 |
| Award Date | 12/13/2024 |
| Closeout Date | Not set |
| Work Description | VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE. |
| Location Description | SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE. |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 06/10/2025 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 06/11/2025 |
| Sample type | Acceptance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | RCB Invert & Cutoff Wall | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Will | Last name of sampler or witnessed by | Wojdylak |
| Title of sampler | CT Consultant | Telephone number of sampler | |
| Laboratory sample identification | 250610 590RN1010- Set 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CalPortland Paso Robles | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | RCB Invert & Cutoff Wall | 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 | NA | |
| Concrete batch plant | 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 | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-06-10-103
DIME Test ID: 2025-06-10-103-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-07-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Sal Zepeda
Date of test: 07/08/2025
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: 54328 lb
Maximum load on cylinder 2: 53616 lb
Maximum load on cylinder 3: 56566 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 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 of cylinder 1: 4322.0 psi
Compressive strength of cylinder 2: 4265.4 psi
Compressive strength of cylinder 3: 4500.1 psi
Compressive strength (to nearest 10 psi): 4360 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2025 ✔