Summary for Test 2026-04-29-11-4
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 | 04/29/2026 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2026 | 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 | Wright | 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 | L_95M1L_KRC38_PF1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 14178 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Bed 4, 1st 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: 2026-04-29-11
DIME Test ID: 2026-04-29-11-4
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: 2026-04-30
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jerry Xiong
Date of test: 04/30/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
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: 69233 lb
Maximum load on cylinder 2: 72791 lb
Maximum load on cylinder 3: 71423 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
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: 1 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 69233 in^2
Cross sectional area of cylinder 2: 72791 in^2
Cross sectional area of cylinder 3: 71423 in^2
Compressive strength (to nearest 10 psi): 5660 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2026 ✔