Summary for Test 2025-08-29-7-3
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001211 DEA: 031N2104 EFIS: 0324000318 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-O Street-23.3 / 23.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/23/2025) |
Sample Information
| Sample Taken Date | 08/29/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/03/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Quikcrete 60 lb Bag Mixed |
| The quantity of what the sample constitutes | 6 - 4x8 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Phillip | Last name of sampler or witnessed by | Asher |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 916-768-8293 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Quikrete | 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 | 1101-60 |
|---|---|---|---|
| The truck number from where the sample was collected | 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 | Sample collected from mixer. | Where the material sample would have been placed if not sampled | Headwall |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-08-29-7
DIME Test ID: 2025-08-29-7-3
Testing Lab: Atlas - Oakland
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: M. Gomez
Date of test: 09/26/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 68520 lb
Maximum load on cylinder 2: 67720 lb
Maximum load on cylinder 3: 68730 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
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: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 5450.0 psi
Compressive strength of cylinder 2: 5390.0 psi
Compressive strength of cylinder 3: 5470 psi
Compressive strength (to nearest 10 psi): 5440 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Apparent mass not measured.
Test was verified on 10/15/2025 ✔