Summary for Test 2026-05-12-70-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000680 DEA: 051G9504 EFIS: 0516000005 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-9-9.0/25.5 |
| Award Date | 06/13/2025 |
| Closeout Date | Not set |
| Work Description | DRAINAGE SYSTEM UPGRADES AND SLOPE STABILIZATION AT INLETS & OUTLETS. |
| Location Description | SANTA CRUZ COUNTY NEAR BEN LOMOND AT VARIOUS LOCATIONS FROM SCENIC WAY TO 4.7 MILES NORTH OF THE NORTHERN JUNCTION OF ROUTES 9/236. |
| QA Service Level | 1 (Verified on 10/10/2024) |
Sample Information
| Sample Taken Date | 05/12/2026 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 05/12/2026 |
| Sample type | Quality Control | A brief description of the sample | Concrete testing cylinders - Mix 12B Precast |
| The quantity of what the sample constitutes | 1 pipe | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Wilfredo | Last name of sampler or witnessed by | Bucaneg |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Rinker Materials - Florin Rd./Besser | 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 | MIX 12B PRECAST |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2-18005 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Florin Rd./Besser South plant - 120" RCP Jack Pipe production | 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: 2026-05-12-70
DIME Test ID: 2026-05-12-70-1
Testing Lab: Rinker Materials
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-07-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wilfredo
Date of test: 06/09/2026
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: 115545 lb
Maximum load on cylinder 2: 119190 lb
Maximum load on cylinder 3: 120595 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: no data
Cross sectional area of cylinder 1: 12.566 in^2
Cross sectional area of cylinder 2: 12.566 in^2
Cross sectional area of cylinder 3: 12.566 in^2
Compressive strength (to nearest 10 psi): 9430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2026 ✔