Summary for Test 2023-10-26-35-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994326 DEA: 051C3604 EFIS: 0512000134 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-217-0.9/1.4 |
| Award Date | 01/31/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE. |
| Location Description | SANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/17/2022) |
Sample Information
| Sample Taken Date | 10/26/2023 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 10/27/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 4x12 cylinders |
| The quantity of what the sample constitutes | 3 cylinders | From where was the sample collected | Source |
| First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
| Title of sampler | QA Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kie-Con, Antioch | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | K5070-4212 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 119951 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | at Kie-Con | 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: 2023-10-26-35
DIME Test ID: 2023-10-26-35-1
Testing Lab: CT HQ - QASI Bay Area Field Office
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ryan Parr
Date of test: 11/22/2023
Apparent mass of submerged cylinder 1: 8.8475 lb
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: 89160 lb
Maximum load on cylinder 2: 89551 lb
Maximum load on cylinder 3: 88605 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 6
Type of fracture pattern of cylinder 3: 6
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: 0 hours
Cross sectional area of cylinder 1: 12.62 in^2
Cross sectional area of cylinder 2: 12.62 in^2
Cross sectional area of cylinder 3: 12.62 in^2
Compressive strength (to nearest 10 psi): 7060 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2023 ✔