Summary for Test 2025-06-17-54-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 1000661 DEA: 081J2704 EFIS: 0818000014 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-247-0.0/23.0 |
| Award Date | 01/31/2025 |
| Closeout Date | 08/11/2026 |
| Work Description | RUBBERIZED HMA, HMA (TYPE A), COLD PLANE AC PVMT & REPLACE AC SURF. |
| Location Description | SAN BERNARDINO COUNTY IN YUCCA VALLEY FROM ROUTE 62 TO 0.4 MILE WEST OF GIN ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 06/17/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | TPF |
| Last name of sampler or witnessed by | NA | Title of sampler | NA |
| Telephone number of sampler | Laboratory sample identification | 1077-617A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SULLY MILLER | |
| Transportation Laboratory (TL) Number | 1077-617A | 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 | 2010-007 |
|---|---|---|---|
| The truck number from where the sample was collected | 114 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB PM 5 MAINLINE 5' N. OF START | 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: 2025-06-17-54
DIME Test ID: 2025-06-17-54-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-08-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/27/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 176800 lb
Maximum load on cylinder 2: 175730 lb
Maximum load on cylinder 3: 178320 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
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
Age of specimen: 10 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength of cylinder 1: 6212.2 psi
Compressive strength of cylinder 2: 6174.6 psi
Compressive strength of cylinder 3: 6265.6 psi
Compressive strength (to nearest 10 psi): 6220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2025 ✔