Summary for Test 2023-07-07-10-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994062 DEA: 010F5104 EFIS: 0116000015 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN,HUM-101-R106.2/T106.8 |
| Award Date | 09/15/2022 |
| Closeout Date | 01/22/2024 |
| Work Description | SOUTH FORK EEL RIVER BRIDGE SEISMIC |
| Location Description | MENDOCINO AND HUMBOLDT COUNTIES NEAR COOKS VALLEY FROM 0.4 MILE SOUTH OF SOUTH FORK EEL RIVER BRIDGE TO 0.1 MILE NORTH OF ROUTE 271 |
| QA Service Level | 1 (Verified on 06/27/2022) |
Sample Information
| Sample Taken Date | 07/07/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/0023 | Sample type | Verification |
| A brief description of the sample | 3 4x8 cylinders | The quantity of what the sample constitutes | unknown |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tyler |
| Last name of sampler or witnessed by | Reyes | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | C0160 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser PCC | |
| 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 | MFCLI 45Slag |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | 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: 2023-07-07-10
DIME Test ID: 2023-07-07-10-1
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: 2023-08-18
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: 08/18/2023
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: 5622 lb
Maximum load on cylinder 2: 5886 lb
Maximum load on cylinder 3: 5574 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 42 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): 5560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2023 ✔