Summary for Test 2025-06-06-25-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001009 DEA: 043X0504 EFIS: 0425000193 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-10.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Apply traffic control systems, remove dirt and debris from slide, install RSP, drainage, erosion control, and reestablish MGS System. |
| Location Description | In Sonoma County on State Route 116 at PM 10.4 near Montesano. |
| QA Service Level | 1 (Verified on 03/10/2025) |
Sample Information
| Sample Taken Date | 06/06/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete for a waler on a soldier pile wall. | The quantity of what the sample constitutes | 18 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Whitman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Canyon Rock | |
| 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 | 72105003R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 42998 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-06-06-25
DIME Test ID: 2025-06-06-25-1
Testing Lab: Kleinfelder - Hayward
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-06-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: RD
Date of test: 06/13/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 9 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: 40514 lb
Maximum load on cylinder 2: 39925 lb
Maximum load on cylinder 3: 40380 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
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: 7 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: 3220.0 psi
Compressive strength of cylinder 2: 3180.0 psi
Compressive strength of cylinder 3: 3210 psi
Compressive strength (to nearest 10 psi): 3200 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2025 ✔