Summary for Test 2025-08-20-63-5
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 | 63 |
|---|---|---|---|
| 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 | 08/21/2025 |
| Sample type | Quality Control | A brief description of the sample | UHPC Cylinders |
| The quantity of what the sample constitutes | Mock up | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Mullins |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Steelike | 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 | Steelike |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Mock Up | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-08-20-63
DIME Test ID: 2025-08-20-63-5
Testing Lab: RMA Group - Rancho Cordova
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-09-22
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 09/17/2025
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 2.99 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 3.00 in
Average diameter of cylinder 5: 3.01 in
Maximum load on cylinder 1: 126180 lb
Maximum load on cylinder 2: 133420 lb
Maximum load on cylinder 3: 130925 lb
Maximum load on cylinder 4: 138835 lb
Maximum load on cylinder 5: 142035 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 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
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: 7.02 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.07 in^2
Cross sectional area of cylinder 5: 7.12 in^2
Compressive strength (to nearest 10 psi): 18990 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Test method modified per ASTM C1856
Test was verified on 9/22/2025 ✔