Summary for Test 2025-03-10-72-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 215741 DEA: 01366004 EFIS: 0100000127 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-80.0/84.0 |
| Award Date | 12/29/2022 |
| Closeout Date | Not set |
| Work Description | Indianola Cutoff UC |
| Location Description | HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 03/10/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| 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 | 03/11/2025 |
| Sample type | Quality Control | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | 3 CY | From where was the sample collected | Source |
| First name of sampler or witnessed by | Anson | Last name of sampler or witnessed by | Call |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | C9797 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eureka Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | E750FBR |
|---|---|---|---|
| The truck number from where the sample was collected | 98 | The batch plant ticket number from where the sample was collected | 41317 |
| Concrete batch plant | Eureka Ready Mix | The fabricator/manufacturer designation for the sample | Trial Batch |
| A detailed description of where the material sample was collected | Discharge from truck into wheelbarrow | Where the material sample would have been placed if not sampled | Trial Batch |
| 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: 2025-03-10-72
DIME Test ID: 2025-03-10-72-6
Testing Lab: SHN Engineers & Geologists, Incorporated
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-04-08
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Kelsee Holland
Date of test: 04/07/2025
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
Average diameter of cylinder 4: 4.00 in
Average diameter of cylinder 5: 4.00 in
Maximum load on cylinder 1: 89100 lb
Maximum load on cylinder 2: 90160 lb
Maximum load on cylinder 3: 87740 lb
Maximum load on cylinder 4: 86880 lb
Maximum load on cylinder 5: 82240 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 5
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
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
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 28 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
Cross sectional area of cylinder 4: 12.57 in^2
Cross sectional area of cylinder 5: 12.57 in^2
Compressive strength (to nearest 10 psi): 6940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2025 ✔