Summary for Test 2025-06-04-54-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000783 DEA: 041Q7004 EFIS: 0418000319 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-22.8/32.8 |
| Award Date | 02/06/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE RAILING AND GUARDRAIL, & RECONSTRUCT SIDEWALK. |
| Location Description | SONOMA COUNTY AT VARIOUS LOCATIONS FROM MENDOCINO AVENUE OVERCROSSING TO LIMERICK LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/09/2024) |
Sample Information
| Sample Taken Date | 06/04/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 06/06/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Concrete Mix |
| The quantity of what the sample constitutes | 10CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Calderon |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Superior Supplies Inc. | 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 | 590CR2 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 310275 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | on the Jobsite from a wheel barrow | 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: 2025-06-04-54
DIME Test ID: 2025-06-04-54-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-07-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: YHan
Date of test: 07/02/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
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: 71040 lb
Maximum load on cylinder 2: 72730 lb
Maximum load on cylinder 3: 70780 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: 28 days
Age of specimen in hours: no data
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: 5651.6 psi
Compressive strength of cylinder 2: 5786.0 psi
Compressive strength of cylinder 3: 5630.9 psi
Compressive strength (to nearest 10 psi): 5690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2025 ✔