Summary for Test 2025-04-30-21-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000028 DEA: 081J8404 EFIS: 0818000121 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40,58,62,95-Var |
| Award Date | 06/28/2024 |
| Closeout Date | Not set |
| Work Description | INSTALL CMS SYSTEM, FURNISH SIGN STRUCTURE, AND SIGN FOUNDATION. |
| Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 04/30/2025 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 05/01/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 |
| The quantity of what the sample constitutes | 9 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ruben | Last name of sampler or witnessed by | romero |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1076-30 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | hi grade | 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 | * |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 34003069 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | job | 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: 2025-04-30-21
DIME Test ID: 2025-04-30-21-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: 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: 05/28/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 62820 lb
Maximum load on cylinder 2: 61560 lb
Maximum load on cylinder 3: 63360 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 1
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: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4970.0 psi
Compressive strength of cylinder 2: 4870.0 psi
Compressive strength of cylinder 3: 5020 psi
Compressive strength (to nearest 10 psi): 4950 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/5/2025 ✔