Summary for Test 2023-08-23-18-5
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 | 07/24/2025 |
| 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 | 08/23/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/23/2023 | 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 | ||
| Bid Item | Not set |
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 | 33204 | |
| 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: 2023-08-23-18
DIME Test ID: 2023-08-23-18-5
Testing Lab: Precast Unlimited Inc.
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-30
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: 08/30/2023
Capped in accordance with?: no data
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: 43869 lb
Maximum load on cylinder 2: 46132 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
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): 3580 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2023 ✔