Summary for Test 2025-09-11-3-1
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 | 09/11/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 09/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | concrete for Shiloh Sidewalk pour |
| The quantity of what the sample constitutes | 30CY | 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 | 9164252912 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Superior Supplies Ready Mix | 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 | 61 | The batch plant ticket number from where the sample was collected | 312209 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | wheelbarrow | 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: 2025-09-11-3
DIME Test ID: 2025-09-11-3-1
Testing Lab: Kleinfelder - Hayward
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-10
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: RD
Date of test: 10/09/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
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: 53516 lb
Maximum load on cylinder 2: 49739 lb
Maximum load on cylinder 3: 56727 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 12.63 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: 4237.2 psi
Compressive strength of cylinder 2: 3938.2 psi
Compressive strength of cylinder 3: 4491.4 psi
Compressive strength (to nearest 10 psi): 4220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2025 ✔