Summary for Test 2024-12-10-29-7
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000293 DEA: 041X3204 EFIS: 0424000308 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-38.58 |
| Award Date | 02/22/2024 |
| Closeout Date | Not set |
| Work Description | Construct soldier pile wall, repair east side slide w/ concrete canvass, reconstruct roadway, reconstruct metal beam guardrail, pavement delineation, install structural shotcrete, stain concrete/shotcrete, install cable railing, and install erosions contr |
| Location Description | Ocean Cove (North) Emergency Wall at Walsh Landing |
| QA Service Level | 1 (Verified on 04/23/2024) |
Sample Information
| Sample Taken Date | 12/10/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 12/18/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Core sample from test panel |
| The quantity of what the sample constitutes | 24 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Richard | Last name of sampler or witnessed by | Jones |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Canyon Rock Forestville | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 20-0116 | |
| Structure name | Ocean Cove Emergency Wall | Bid Item | Not set |
Material Information
| Material Type | Concrete Core | Detail description | Shotcrete Wall Test Panel |
|---|---|---|---|
| Structure names | Ocean Cove Emergency Wall | Type of material | Shotcrete Mix 80201503 |
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: 2024-12-10-29
DIME Test ID: 2024-12-10-29-7
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-01-23
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Alexis Vargas-Bastida
Date of test: 01/07/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 2.42 in
Average diameter of cylinder 2: 2.43 in
Average diameter of cylinder 3: 2.42 in
Average diameter of cylinder 4: 2.42 in
Maximum load on cylinder 1: 27150 lb
Maximum load on cylinder 2: 27580 lb
Maximum load on cylinder 3: 27450 lb
Maximum load on cylinder 4: 28230 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 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
Correction factor for cylinder 4: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 4.6 in^2
Cross sectional area of cylinder 2: 4.6 in^2
Cross sectional area of cylinder 3: 4.6 in^2
Cross sectional area of cylinder 4: 4.6 in^2
Compressive strength (to nearest 10 psi): 5990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/23/2025 ✔