Summary for Test 2026-05-05-74-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001645 DEA: 051R1004 EFIS: 0523000125 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO, -1-32.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BRIDGE REPLACEMENT, HMA, AND RSP PROTECTION. |
| Location Description | SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT TORO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 05/05/2026 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 05/06/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 28 and 42 Day Cylinder Samples |
| The quantity of what the sample constitutes | 752RHS2080 Trial Batch | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Palmer |
| Title of sampler | CT Tester | Telephone number of sampler | |
| Laboratory sample identification | 752RHS2080 Trial Batch | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CalPortland San Luis Obispo | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Trial Batch | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 752RHS2080 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| 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: 2026-05-05-74
DIME Test ID: 2026-05-05-74-2
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: 2026-06-24
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: I. Gleffe
Date of test: 06/16/2026
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: 104281 lb
Maximum load on cylinder 2: 105922 lb
Maximum load on cylinder 3: 103073 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
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: 12.57 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: 8296.0 psi
Compressive strength of cylinder 2: 8426.6 psi
Compressive strength of cylinder 3: 8199.9 psi
Compressive strength (to nearest 10 psi): 8310 psi
General comments (publicly viewable) (Max 1000 characters): 42 Day
Test was verified on 6/24/2026 ✔