Summary for Test 2024-09-07-2-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 215445 DEA: 100X7504 EFIS: 1013000009 |
|---|---|
| DIST-CO-RTE-PM | 10-ALP-4,88,89-var |
| Award Date | 03/18/2021 |
| Closeout Date | 04/22/2025 |
| Work Description | REPLACE BRIDGE RAIL, BARRIER SLAB AND GUARDRAIL. |
| Location Description | ALPINE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
| Sample Taken Date | 09/07/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/07/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 3 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Spencer | Last name of sampler or witnessed by | Adams |
| Title of sampler | MREA | Telephone number of sampler | 9165941991 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bridgeway Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 31-0022 | |
| Structure name | Markleeville LOC 1 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3701302428 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | From mixer | Where the material sample would have been placed if not sampled | |
| From Lot No. | 3701302428 | Bag Lot No. | 3701302428 |
Test Details
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DIME Sample ID: 2024-09-07-2
DIME Test ID: 2024-09-07-2-1
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: 2024-09-08
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: 09/08/2024
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: no data
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 68141 lbf
Maximum load on cylinder 2: 68580 lbf
Maximum load on cylinder 3: 68394 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: 1 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.5 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: 5450.0 psi
Compressive strength of cylinder 2: 5457.0 psi
Compressive strength of cylinder 3: 5443 psi
Compressive strength (to nearest 10 psi): 5450 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 9/8/2024 ✔