Summary for Test 2023-11-21-23-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994987 DEA: 043Y2004 EFIS: 0423000207 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-12.1/12.1 |
| Award Date | 01/20/2023 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/20/2023) |
Sample Information
| Sample Taken Date | 11/21/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 12/04/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Type II Cement |
| The quantity of what the sample constitutes | 32 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Lauren | Last name of sampler or witnessed by | Lau |
| Title of sampler | ASR | Telephone number of sampler | 5103939262 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Northgate Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Guerneville slide wall facing |
Material Information
| Material Type | Concrete | The concrete mix design number | B6438 |
|---|---|---|---|
| The truck number from where the sample was collected | 64 | The batch plant ticket number from where the sample was collected | 17741 |
| Concrete batch plant | Northgate Ready Mix | 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 | Concrete wall facing |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-11-21-23
DIME Test ID: 2023-11-21-23-1
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: 2023-12-05
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: 12/05/2023
Apparent mass of submerged cylinder 1: no data
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 3.98 in
Maximum load on cylinder 1: 31499 lbf
Maximum load on cylinder 2: 31978 lbf
Maximum load on cylinder 3: 32104 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.44 in^2
Compressive strength of cylinder 1: 2507.0 psi
Compressive strength of cylinder 2: 2532.0 psi
Compressive strength of cylinder 3: 2580 psi
Compressive strength (to nearest 10 psi): 2540 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 12/5/2023 ✔