Summary for Test 2026-06-24-18-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001197 DEA: 07319604 EFIS: 0716000025 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1,101-21.3/21.9,R34.9/R36.1 |
| Award Date | 09/16/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE AND CONSTRUCT BRIDGE. |
| Location Description | VENTURA COUNTY ON ROUTE 1 FROM 1.8 MILES NORTH OF ROUTE 1/33 SEPARATION TO 2.0 MILES SOUTH OF A LEASE CANYON ROAD AND ON ROUTE 101 FROM 0.4 MILE NORTH OF DULAH ROAD UNDERCROSSING TO SAN MIGUELITO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 06/24/2026 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 06/25/2026 |
| Sample type | Quality Assurance | A brief description of the sample | set of three 4x8 cylinders |
| The quantity of what the sample constitutes | 10 CY | 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 | Not set |
Material Information
| Material Type | Precast Concrete | The concrete mix design number | SSC-ASH25-SF07-9.22-FC6K REV01 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 345 | |
| 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 | Voided Slab - Mark VS-03 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-06-24-18
DIME Test ID: 2026-06-24-18-1
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: 2026-07-22
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: 07/22/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 5.16 lb
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 89030 lb
Maximum load on cylinder 2: 88320 lb
Maximum load on cylinder 3: 77120 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 12.5 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: 7120.0 psi
Compressive strength of cylinder 2: 7030.0 psi
Compressive strength of cylinder 3: 6140 psi
Compressive strength (to nearest 10 psi): 6760 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 |
|---|---|---|---|---|---|
| 07-319604_20260624_28D_NB_METS | 341.86 KB | 07/22/2026 | 2026-06-24-18-1 | Info |
Test was verified on 7/22/2026 ✔