Summary for Test 2025-10-30-25-4
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-9.9/10.6 |
| Award Date | 07/10/2023 |
| Closeout Date | Not set |
| Work Description | SB 101 4D North San Ysidro to Olive Mill |
| Location Description | In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 10/30/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/30/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 1 x 4 PCC Aggregate | The quantity of what the sample constitutes | 350 CY load 221 x 4 |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | jesse |
| Last name of sampler or witnessed by | Gomez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Padaro Plant | |
| 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 | 386 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 18196 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | 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: 2025-10-30-25
DIME Test ID: 2025-10-30-25-4
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-01-06
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Eduardo Gomez
Date of test: 12/11/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 75270 lb
Maximum load on cylinder 2: 74920 lb
Maximum load on cylinder 3: 82870 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5959.6 psi
Compressive strength of cylinder 2: 5931.9 psi
Compressive strength of cylinder 3: 6561.4 psi
Compressive strength (to nearest 10 psi): 6150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2026 ✔