Summary for Test 2024-09-06-6-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994239 DEA: 010H0214 EFIS: 0118000107 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-169-19.0/33.0 |
| Award Date | 12/07/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | Cappell Walls |
| Location Description | HUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EAST OF WEITCHPEC SCHOOL ROAD (Description of Work: Construct Soldier Pile Wall, Install Drainage, Place HMA (Type A)) |
| QA Service Level | 1 (Verified on 09/22/2022) |
Sample Information
| Sample Taken Date | 09/06/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/06/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Type II/V Cement |
| The quantity of what the sample constitutes | 35 | 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 Willow Crk | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 12-04E0051 | |
| Structure name | School Wall | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | MFCL1.45SLWC |
|---|---|---|---|
| The truck number from where the sample was collected | 692 | The batch plant ticket number from where the sample was collected | WC107156 |
| Concrete batch plant | Willow Creek Mercer Fraser Plant | The fabricator/manufacturer designation for the sample | Batch |
| A detailed description of where the material sample was collected | Conccrete chute | Where the material sample would have been placed if not sampled | Structural Concrete Waler |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-09-06-6
DIME Test ID: 2024-09-06-6-5
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: 2024-10-04
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: 10/04/2024
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: 89520 lb
Maximum load on cylinder 2: 88210 lb
Maximum load on cylinder 3: 92440 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): 7170 psi
General comments (publicly viewable) (Max 1000 characters): 28 Day Break 10/4/24
Test was verified on 10/4/2024 ✔