Summary for Test 2020-05-20-43-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 213958 DEA: 010F9604 EFIS: 0116000109 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-124.5 |
| Award Date | 11/06/2019 |
| Closeout Date | 11/23/2021 |
| Work Description | LITTLE LOST MAN FISH PASSAGE |
| Location Description | HUMBOLDT COUNTY NEAR ORICK 0.2 MILE SOUTH OF LOST MAN CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/24/2019) |
Sample Information
| Sample Taken Date | 05/20/2020 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/21/2020 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 18 CY |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | ESTUARDO |
| Last name of sampler or witnessed by | RAMIREZ | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | KIE-CON, INC | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | VOIDED SLAB | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | K6100 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 104542 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | WHEEL BARROW | 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: 2020-05-20-43
DIME Test ID: 2020-05-20-43-1
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-07-24
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: ESTUARDO RAMIREZ
Date of test: 06/17/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 252170 lb
Maximum load on cylinder 2: 254150 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 8955 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2020 ✔