Summary for Test 2024-03-29-6-4
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 | 03/29/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 11/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/V Cement |
| The quantity of what the sample constitutes | 37 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Ericson |
| Title of sampler | ASR | Telephone number of sampler | (510) 882-9529 |
| 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 | MFWCBRDKSLAG |
|---|---|---|---|
| The truck number from where the sample was collected | 684 | The batch plant ticket number from where the sample was collected | WC12450 |
| Concrete batch plant | Willow Creek Mercer Fraser Plant | The fabricator/manufacturer designation for the sample | Plant |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | Overhang Deck RT |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-03-29-6
DIME Test ID: 2024-03-29-6-4
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: 2024-04-26
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: 04/26/2024
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: 73280 lb
Maximum load on cylinder 2: 72670 lb
Maximum load on cylinder 3: 7234 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: 28 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): 5790 psi
General comments (publicly viewable) (Max 1000 characters): 28 Day Break 4/26/24
Test was verified on 4/26/2024 ✔