Summary for Test 2024-04-05-12-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993715 DEA: 010G1404 EFIS: 0116000129 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-96,169-VAR |
| Award Date | 11/16/2022 |
| Closeout Date | Not set |
| Work Description | HUM 96-169 5 Bridges Rail Upgrade (Do not include in project name: STRUCTURAL STEEL, CONCRETE BARRIER, POLYESTER CONCRETE OVERLAY) |
| Location Description | HUMBOLDT COUNTY ON ROUTES 96 AND 169 AT VARIOUS LOCATIONS (Bridge Nos. 04-0215, 04-0059, 04-0063, 04-0225, 04-0061) |
| QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
| Sample Taken Date | 04/05/2024 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/06/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/V Cement |
| The quantity of what the sample constitutes | 17 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Pedroni |
| Title of sampler | ASR | Telephone number of sampler | 7075106120 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer Fraser Company, Willow Creek Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 12-04-0225 | |
| Structure name | Bluff Creek Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | MFCL1-45SLAGWC+SRA |
|---|---|---|---|
| The truck number from where the sample was collected | 695 | The batch plant ticket number from where the sample was collected | 3087 |
| Concrete batch plant | Willow Creek Mercer Fraser Plant | 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 | Approach Slab RT |
| From Lot No. | Bag Lot No. |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-04-05-12
DIME Test ID: 2024-04-05-12-1
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: 2024-05-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Tom Brown
Date of test: 05/03/2024
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: 75390 lb
Maximum load on cylinder 2: 80930 lb
Maximum load on cylinder 3: 81990 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 28 days
Age of specimen in hours: no data
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): 6320 psi
General comments (publicly viewable) (Max 1000 characters): 28 Day Break 5/3/24
Test was verified on 5/3/2024 ✔