Summary for Test 2025-12-31-2-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000731 DEA: 042Q4404 EFIS: 0419000013 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-121-6.5,8.4 |
| Award Date | 04/07/2025 |
| Closeout Date | Not set |
| Work Description | REMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC. |
| Location Description | SONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE |
| QA Service Level | 1 (Verified on 10/16/2024) |
Sample Information
| Sample Taken Date | 12/31/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/31/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3 4x8 cylinders | The quantity of what the sample constitutes | 3 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mohammed Salman |
| Last name of sampler or witnessed by | Alam | Title of sampler | ASR |
| Telephone number of sampler | 5104354230 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock Materials Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 20-0021 | Structure name | Yellow Creek Br. Paving Notch Northbound |
| Bid Item | 3926511 |
Material Information
| Material Type | Concrete | The concrete mix design number | H7511503 |
|---|---|---|---|
| The truck number from where the sample was collected | 2428 | The batch plant ticket number from where the sample was collected | 432610 |
| Concrete batch plant | 138 | The fabricator/manufacturer designation for the sample | Shamrock Materials |
| A detailed description of where the material sample was collected | Back of 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: 2025-12-31-2
DIME Test ID: 2025-12-31-2-3
Testing Lab: Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-02-10
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: YHan
Date of test: 01/28/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
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: 151380 lb
Maximum load on cylinder 2: 146640 lb
Maximum load on cylinder 3: 134980 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: no data
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: 12043.0 psi
Compressive strength of cylinder 2: 11665.9 psi
Compressive strength of cylinder 3: 10738.3 psi
Compressive strength (to nearest 10 psi): 11480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/10/2026 ✔