Summary for Test 2026-09-04-41-1
Test performed: ASTM C39-21Project 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 | 09/04/2026 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/05/2026 | Sample type | Acceptance |
| A brief description of the sample | 30 3x6 UHPC | The quantity of what the sample constitutes | 30 3x6 UHPC |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Prabesh |
| Last name of sampler or witnessed by | Kafle | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | GRANITE CONSTRUCTION | |
| 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 | UHPC |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | UHPC | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | UHPC | 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: 2026-09-04-41
DIME Test ID: 2026-09-04-41-1
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: 2026-09-28
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 09/06/2026
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 1 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: 93160 lb
Maximum load on cylinder 2: 85245 lb
Maximum load on cylinder 3: 83920 lb
Maximum load on cylinder 4: 87340 lb
Maximum load on cylinder 5: 86680 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): 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: 2 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: 13180.0 psi
Compressive strength of cylinder 2: 12060.0 psi
Compressive strength of cylinder 3: 11870 psi
Compressive strength of cylinder 4: 12350 psi
Compressive strength of cylinder 5: 12260 psi
Compressive strength (to nearest 10 psi): 12340 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2026 ✔