Summary for Test 2024-01-11-28-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994856 DEA: 010H5604 EFIS: 0117000236 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-0.0/R5.7 |
| Award Date | 08/07/2023 |
| Closeout Date | 11/03/2025 |
| Work Description | PLACE RHMA, REPLACE ASPHALT CONCRETE, AND CONCRETE BARRIER TRANSITION. |
| Location Description | HUMBOLDT COUNTY IN AND NEAR ARCATA FROM ROUTE 299/101 SEPARATION TO 0.2 MILE EAST OF BLUE LAKE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
| Sample Taken Date | 01/11/2024 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/12/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Ready Mix Concrete | The quantity of what the sample constitutes | 7 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Thomas | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Essex UC | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | MF CL 1 .45 SLAG |
|---|---|---|---|
| The truck number from where the sample was collected | 697 | The batch plant ticket number from where the sample was collected | 51288 |
| Concrete batch plant | 17 | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | ready mix truck | Where the material sample would have been placed if not sampled | Concrete barrier transition |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-01-11-28
DIME Test ID: 2024-01-11-28-1
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: 2024-01-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 01/18/2024
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: 65900 lb
Maximum load on cylinder 2: 67000 lb
Maximum load on cylinder 3: 68760 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.6 in^2
Cross sectional area of cylinder 2: 12.6 in^2
Cross sectional area of cylinder 3: 12.6 in^2
Compressive strength (to nearest 10 psi): 5350 psi
General comments (publicly viewable) (Max 1000 characters): 7 day Break 1/18/24
Test was verified on 1/18/2024 ✔