Summary for Test 2025-09-09-54-4
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001232 DEA: 032H4514 EFIS: 0324000171 MINOR: 03A3872 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-505-R10.6/0.0 |
| Award Date | 10/10/2024 |
| Closeout Date | Not set |
| Work Description | Seismic Retrofit at Putah Creek Bridge |
| Location Description | Construction On State Highway In Solano and Yolo Counties near Winters at Putah Creek Bridge. |
| QA Service Level | 1 (Verified on 05/20/2025) |
Sample Information
| Sample Taken Date | 09/09/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 09/10/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Misin |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central | Transportation Laboratory (TL) Number | 000002 |
| 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 | R80138E1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete 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: 2025-09-09-54
DIME Test ID: 2025-09-09-54-4
Testing Lab: Atlas - Oakland
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Yao Han
Date of test: 10/21/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 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: 79580 lb
Maximum load on cylinder 2: 82780 lb
Maximum load on cylinder 3: 80700 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 5
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: 42 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: 6330.0 psi
Compressive strength of cylinder 2: 6590.0 psi
Compressive strength of cylinder 3: 6420 psi
Compressive strength (to nearest 10 psi): 6450 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Apparent mass not measured.
Test was verified on 10/22/2025 ✔