Summary for Test 2024-03-30-1-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/33.4 |
| Award Date | 11/23/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: HUM-299 Curve Improvement |
| Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/29/2022) |
Sample Information
| Sample Taken Date | 03/30/2024 | 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 | 03/31/2024 |
| Sample type | Quality Assurance | A brief description of the sample | E675WRF |
| The quantity of what the sample constitutes | 150 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 | special inspector | Telephone number of sampler | 707-441-8855 |
| Laboratory sample identification | C9134 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eureka Ready Mix Alton | 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 | E675WRF |
|---|---|---|---|
| The truck number from where the sample was collected | 94 | The batch plant ticket number from where the sample was collected | 35021 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Mix | |
| A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | Slab |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-03-30-1
DIME Test ID: 2024-03-30-1-5
Testing Lab: SHN Engineers & Geologists, Inc.
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-04-15
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: 04/06/2024
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: 30040 lb
Maximum load on cylinder 2: 30120 lb
Maximum load on cylinder 3: 29860 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 2390 psi
General comments (publicly viewable) (Max 1000 characters): Performed ASTM C39
Test was verified on 4/15/2024 ✔