Summary for Test 2023-08-24-41-3
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994493 DEA: 043Y0204 EFIS: 0423000189 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-24.63/24.73, 24.65/24.65 |
| Award Date | Not set |
| Closeout Date | 03/27/2024 |
| Work Description | Temporary shoring systems to support underground utility installation. |
| Location Description | just north of Russian Gulch State Beach |
| QA Service Level | 1 (Verified on 02/21/2023) |
Sample Information
| Sample Taken Date | 08/24/2023 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 08/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Type II-V Cement |
| The quantity of what the sample constitutes | 36 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Ajeakwa |
| Title of sampler | ASR Consultant | Telephone number of sampler | 3108007053 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | River Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Russian Gulch Soldier Pile Wall |
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 | 1594601 | |
| Concrete batch plant | Forestville Canyon Rock | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | Soldier Pile wall pile cap |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-08-24-41
DIME Test ID: 2023-08-24-41-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-09-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 09/21/2023
Apparent mass of submerged cylinder 1: no data
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 79747 lbf
Maximum load on cylinder 2: 73928 lbf
Maximum load on cylinder 3: 74941 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 6314.0 psi
Compressive strength of cylinder 2: 5825.0 psi
Compressive strength of cylinder 3: 5904 psi
Compressive strength (to nearest 10 psi): 6010 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 9/21/2023 ✔