Summary for Test 2026-09-29-15-1
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 | 09/29/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/30/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Type II/ V cement with Slag | The quantity of what the sample constitutes | 9 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Max |
| Last name of sampler or witnessed by | Mather | 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 | Butte Creek Bridge | |
| Bid Item | 3865434 |
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 | 692 | The batch plant ticket number from where the sample was collected | 116170 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Mercer Fraser | |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Back walls behind the abutments. |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-09-29-15
DIME Test ID: 2026-09-29-15-1
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: 2026-10-01
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jamie Kelley
Date of test: 10/01/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 15918 lb
Maximum load on cylinder 2: 16159 lb
Maximum load on cylinder 3: 16128 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 1260.3 psi
Compressive strength of cylinder 2: 1279.4 psi
Compressive strength of cylinder 3: 1283.1 psi
Compressive strength (to nearest 10 psi): 1270 psi
General comments (publicly viewable) (Max 1000 characters): 10/01/26 2 Day Break, early in morning.
Test was verified on 10/1/2026 ✔