Summary for Test 2023-08-28-1-5
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994115 DEA: 010H1914 EFIS: 0117000211 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-96-27/27.4 |
| Award Date | 12/16/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: Bluff Creek Wall |
| Location Description | HUMBOLDT COUNTY NEAR WEITCHPEC FROM 0.6 MILE TO 0.2 MILE WEST OF BLUFF CREEK ROAD |
| QA Service Level | 1 (Verified on 07/29/2022) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 08/28/2023 |
| Sample type | Quality Control | A brief description of the sample | 4x8 Concrete Test Samples |
| The quantity of what the sample constitutes | 5.00cyd | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Juneman |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Precast Unlimited | 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 | PC65A0E1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 33319 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | 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: 2023-08-28-1
DIME Test ID: 2023-08-28-1-5
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-09-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Donald Juneman
Date of test: 09/05/2023
Apparent mass of submerged cylinder 1: 8.5 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 56440 lb
Maximum load on cylinder 2: 57570 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength (to nearest 10 psi): 4540 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/5/2023 ✔