Summary for Test 2024-03-07-8-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994532 DEA: 010E8904 EFIS: 0115000043 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101,299-88.3,0.0 |
| Award Date | 04/21/2023 |
| Closeout Date | 08/21/2025 |
| Work Description | Arcata 101 Merge Improvements |
| Location Description | HUMBOLDT COUNTY IN ARCATA AT ROUTE 299/101 SEPARATION |
| QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
| Sample Taken Date | 03/07/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/08/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Type II/V Portland Cement | The quantity of what the sample constitutes | 3 4x8 concrete cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Adlai |
| Last name of sampler or witnessed by | Evans | Title of sampler | ASR |
| Telephone number of sampler | 9513253144 | Laboratory sample identification | |
| 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 | 12-04E0047 | Structure name | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | E350F |
|---|---|---|---|
| The truck number from where the sample was collected | 84 | The batch plant ticket number from where the sample was collected | 34635 |
| Concrete batch plant | Arcata Eureka Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Chute from truck | Where the material sample would have been placed if not sampled | Barrier slab |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-03-07-8
DIME Test ID: 2024-03-07-8-3
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-04-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 04/04/2024
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: 62470 lb
Maximum load on cylinder 2: 68400 lb
Maximum load on cylinder 3: 66480 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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): 5230 psi
General comments (publicly viewable) (Max 1000 characters): 4/4/24 28 Day Break
Test was verified on 4/4/2024 ✔