Summary for Test 2026-07-13-14-2
Test performed: ASTM C39-21
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
| Project Identifiers | Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-6.04/7.06 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | WILLOW SLOUGH REPLACEMENT |
| Location Description | SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD |
| QA Service Level | 1 (Verified on 02/13/2025) |
Sample Information
| Sample Taken Date | 07/13/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 07/14/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
| The quantity of what the sample constitutes | 386 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | 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 | Sika Corporation | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3942481 |
Material Information
| Material Type | Concrete | The concrete mix design number | Sikacrete-930 UHPC |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3rd Joint Pour | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Skid Steer by TMG Industrial: Model TMG-SCM61 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. | 301155713 |
Test Details
DIME Sample ID: 2026-07-13-14
DIME Test ID: 2026-07-13-14-2
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-08-10
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Daniel Arreola
Date of test: 08/10/2026
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 3.71 lb
Average diameter of cylinder 1: 3.00 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: 3.00 in
Maximum load on cylinder 1: 68950 lb
Maximum load on cylinder 2: 59800 lb
Maximum load on cylinder 3: 52620 lb
Maximum load on cylinder 4: 55310 lb
Maximum load on cylinder 5: 60080 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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): All specimens had honeycombing all around the cylinders.
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: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 7.07 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: 7.07 in^2
Compressive strength of cylinder 1: 9750.0 psi
Compressive strength of cylinder 2: 8460.0 psi
Compressive strength of cylinder 3: 7440 psi
Compressive strength of cylinder 4: 7820 psi
Compressive strength of cylinder 5: 8500 psi
Compressive strength (to nearest 10 psi): 8390 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): ASTM C-39M (For ASTM 1856 - UHPC)
Contact Mario for questions
Test was verified on 8/10/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
