Summary for Test 2023-08-18-2-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994842 DEA: 043Y5304 EFIS: 0423000258 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-38.25, 38.25/38.25 |
| Award Date | 04/14/2023 |
| Closeout Date | Not set |
| Work Description | Slope stabilization |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 08/18/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 08/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Waler Concrete |
| The quantity of what the sample constitutes | 10cy | 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 | 5309414305 |
| 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 | ||
| Structure name | Retaining Wall at PM-38 |
Material Information
| Material Type | Concrete | The concrete mix design number | 72105093R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TBD | |
| Concrete batch plant | Forestville Canyon Rock | The fabricator/manufacturer designation for the sample | Structural Concrete Waler |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Waler |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-08-18-2
DIME Test ID: 2023-08-18-2-1
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: 2023-08-25
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: 08/25/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 52097 lbf
Maximum load on cylinder 2: 49316 lbf
Maximum load on cylinder 3: 47344 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4125.0 psi
Compressive strength of cylinder 2: 3905.0 psi
Compressive strength of cylinder 3: 3749 psi
Compressive strength (to nearest 10 psi): 3930 psi
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 8/25/2023 ✔