Summary for Test 2025-08-12-46-4
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 08/12/2025 | Sample Unique Key | 46 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/13/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PCC with slag and air entrainment. | The quantity of what the sample constitutes | 11 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sam |
| Last name of sampler or witnessed by | Kaplan | Title of sampler | ASR |
| Telephone number of sampler | 707-496-0826 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Little Larabe Creek Bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | MF CL 1 .40 SLAG AE |
|---|---|---|---|
| The truck number from where the sample was collected | 683 | The batch plant ticket number from where the sample was collected | 111152 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete dischanged from the truck | Where the material sample would have been placed if not sampled | Abutment 1 wingwall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-08-12-46
DIME Test ID: 2025-08-12-46-4
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: 2026-09-23
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: 09/23/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 0.00 in
Average diameter of cylinder 2: 0.00 in
Average diameter of cylinder 3: 0.00 in
Maximum load on cylinder 1: 10 lb
Maximum load on cylinder 2: 10 lb
Maximum load on cylinder 3: 10 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 0 in^2
Cross sectional area of cylinder 2: 0 in^2
Cross sectional area of cylinder 3: 0 in^2
Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters): Break was entered on wrong sample. Ignore this entry and test ID 2026-08-12-46-3.
Leif Ayres Break was meant for ID 2026-09-16-28
Test was verified on 9/23/2026 ✔