Summary for Test 2026-09-04-30-1
Test performed: ASTM C39-21Project 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 | 09/04/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/11/2026 | Sample type | Quality Assurance |
| A brief description of the sample | set of three 4x8 cylinders | The quantity of what the sample constitutes | 20 |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Stephen |
| Last name of sampler or witnessed by | Haynes | Title of sampler | Quality Assurance Inspector |
| Telephone number of sampler | 5105931179 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pinnacle Prestress, Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3943223 |
Material Information
| Material Type | Precast Concrete | The concrete mix design number | CONASH.25 9.00FC7.5KREV010926 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 745 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Sample from Wheelbarrow | Where the material sample would have been placed if not sampled | VS-02 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-09-04-30
DIME Test ID: 2026-09-04-30-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-10-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/02/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 5.402 lb
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: 88840 lb
Maximum load on cylinder 2: 86200 lb
Maximum load on cylinder 3: 89340 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 6
Type of fracture pattern of cylinder 3: 6
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: 7070.0 psi
Compressive strength of cylinder 2: 6860.0 psi
Compressive strength of cylinder 3: 7110 psi
Compressive strength (to nearest 10 psi): 7010 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-1R1004_261002_28D_NB_METS | 340.13 KB | 10/02/2026 | 2026-09-04-30-1 | Info |
Test was verified on 10/2/2026 ✔