Summary for Test 2024-09-06-6-6
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 |
|---|---|---|---|
| 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
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: 2024-09-06-6
DIME Test ID: 2024-09-06-6-6
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: 2024-10-18
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: 10/18/2024
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: 39900 lb
Maximum load on cylinder 2: 88910 lb
Maximum load on cylinder 3: 95390 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 5
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: 42 days
Age of specimen in hours: 0 hours
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): 7380 psi
General comments (publicly viewable) (Max 1000 characters): 42 Day Break 10/18/24
Test was verified on 10/18/2024 ✔