Summary for Test 2024-05-24-66-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 995028 DEA: 010H4314 EFIS: 0117000214 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-R11.0/R11.4 |
| Award Date | 09/26/2023 |
| Closeout Date | 09/05/2025 |
| Work Description | Project Name: Korbel Wall (Description of Work: CONSTRUCT RETAINING WALL, RECONSTRUCT ROADWAY, & REPLACE CULVERT) |
| Location Description | HUMBOLDT COUNTY ABOUT 6 MILES EAST OF BLUE LAKE FROM NORTH FORK MAD RIVER BRIDGE TO 0.4 MILE EAST OF NORTH FORK MAD RIVER BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 05/24/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 05/25/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | 60 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | Arnold |
| Title of sampler | SI | Telephone number of sampler | |
| Laboratory sample identification | C9189 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eureka Ready Mix | 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 | E400FA |
|---|---|---|---|
| The truck number from where the sample was collected | 84 | The batch plant ticket number from where the sample was collected | 36025 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | sampled from revolving drum truck into a wheelbarrow | Where the material sample would have been placed if not sampled | Lower Waler |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-05-24-66
DIME Test ID: 2024-05-24-66-6
Testing Lab: SHN Engineers & Geologists, Incorporated
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-07-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dave Gonzales
Date of test: 06/21/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 63260 lb
Maximum load on cylinder 2: 68500 lb
Maximum load on cylinder 3: 64600 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 5210 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2024 ✔