Summary for Test 2024-01-26-40-1
Test performed: ASTM C39-17aProject 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 | 01/26/2024 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 01/26/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Approach slab SB-Northside |
| 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 | SR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Napa | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 21-0047 | |
| Structure name | California Drive UC |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | 2429 | The batch plant ticket number from where the sample was collected | 534939 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Shamrock Napa | |
| 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 | |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-01-26-40
DIME Test ID: 2024-01-26-40-1
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: 2024-02-23
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: 02/23/2024
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: 74652 lbf
Maximum load on cylinder 2: 73378 lbf
Maximum load on cylinder 3: 70671 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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: 5911.0 psi
Compressive strength of cylinder 2: 5810.0 psi
Compressive strength of cylinder 3: 5596 psi
Compressive strength (to nearest 10 psi): 5770 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 2/23/2024 ✔