Summary for Test 2024-09-05-92-3
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994378 DEA: 040K6304 EFIS: 0416000111 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-16.4/19.0 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING. |
| Location Description | NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG |
| QA Service Level | 1 (Verified on 10/27/2022) |
Sample Information
| Sample Taken Date | 09/05/2024 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 09/23/2024 |
| Sample type | Quality Assurance | A brief description of the sample | culvert footing (invert bottom) and type 7B wall footing |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ANGELO | Last name of sampler or witnessed by | Perez |
| Title of sampler | Telephone number of sampler | 5103939319 | |
| 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 | Perfume Creek Bridge | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3B6386 |
|---|---|---|---|
| The truck number from where the sample was collected | 5681048 | The batch plant ticket number from where the sample was collected | 81201626 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-09-05-92
DIME Test ID: 2024-09-05-92-3
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: 2024-10-03
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: 10/03/2024
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: no data
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: 52355 lbf
Maximum load on cylinder 2: 54555 lbf
Maximum load on cylinder 3: 54019 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: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4146.0 psi
Compressive strength of cylinder 2: 4320.0 psi
Compressive strength of cylinder 3: 4277 psi
Compressive strength (to nearest 10 psi): 4250 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 10/3/2024 ✔