Summary for Test 2025-08-20-70-4
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-3.9/6.0 |
| Award Date | 12/06/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE. |
| Location Description | HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD |
| QA Service Level | 1 (Verified on 09/23/2024) |
Sample Information
| Sample Taken Date | 08/20/2025 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 08/22/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 UHPC Cylinders |
| The quantity of what the sample constitutes | 25 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | O'Hair |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Steelike Concrete | Transportation Laboratory (TL) Number | 25-134 |
| 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 | Unknown |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Ready Mix Truck Chute | Where the material sample would have been placed if not sampled | |
| From Lot No. | 072425 | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-08-20-70
DIME Test ID: 2025-08-20-70-4
Testing Lab: RMA Group - Rancho Cordova
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-09-03
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matt Hansen
Date of test: 08/28/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 3.02 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Average diameter of cylinder 4: 3.02 in
Average diameter of cylinder 5: 3.02 in
Maximum load on cylinder 1: 114880 lb
Maximum load on cylinder 2: 117435 lb
Maximum load on cylinder 3: 116330 lb
Maximum load on cylinder 4: 118615 lb
Maximum load on cylinder 5: 118280 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
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: 8 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 7.16 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Cross sectional area of cylinder 4: 7.16 in^2
Cross sectional area of cylinder 5: 7.16 in^2
Compressive strength (to nearest 10 psi): 16390 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Apparent mass not measured.
Test was verified on 9/3/2025 ✔