Summary for Test 2026-02-12-4-8
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001329 DEA: 100X7404 EFIS: 1013000008 |
|---|---|
| DIST-CO-RTE-PM | 10-CAL-12-17.1/17.5 |
| Award Date | 09/03/2025 |
| Closeout Date | Not set |
| Work Description | BRIDGE REPLACEMENT. |
| Location Description | CALAVERAS COUNTY NEAR SAN ANDREAS FROM 0.2 MILE WEST OF NORTH FORK CALAVERAS RIVER BRIDGE TO 0.2 MILE EAST OF NORTH CALAVERAS RIVER BRIDGE |
| QA Service Level | 1 (Verified on 06/16/2025) |
Sample Information
| Sample Taken Date | 02/12/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/12/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 cubic foot | The quantity of what the sample constitutes | 1 cubic foot |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Patrick |
| Last name of sampler or witnessed by | Baddu | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ConFab Lathrop | |
| 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 | K98CP1L |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3401 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Bed 5, 3rd 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: 2026-02-12-4
DIME Test ID: 2026-02-12-4-8
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-03-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 03/12/2026
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 8.27 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: 115219 lb
Maximum load on cylinder 2: 113744 lb
Maximum load on cylinder 3: 116104 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 5
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: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 9150 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/12/2026 ✔