Summary for Test 2025-11-06-22-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000781 DEA: 040P9304 EFIS: 0418000027 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-80-7.6,12.8 |
| Award Date | 03/19/2025 |
| Closeout Date | Not set |
| Work Description | BRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS. |
| Location Description | CONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/27/2024) |
Sample Information
| Sample Taken Date | 11/06/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/10/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Structural concrete | The quantity of what the sample constitutes | 9 4x8 Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rommoney |
| Last name of sampler or witnessed by | Wu | Title of sampler | Structure Rep |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Central Concrete | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Appian Way OC R | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5RS |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 94564 |
| Concrete batch plant | Hayward | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Truck | Where the material sample would have been placed if not sampled | Deck/OH |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-11-06-22
DIME Test ID: 2025-11-06-22-2
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-12-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Daniel G. Arreola
Date of test: 12/04/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 9 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 92510 lb
Maximum load on cylinder 2: 86090 lb
Maximum load on cylinder 3: 93515 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 7360.0 psi
Compressive strength of cylinder 2: 6820.0 psi
Compressive strength of cylinder 3: 7440 psi
Compressive strength (to nearest 10 psi): 7210 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/4/2025 ✔