Summary for Test 2026-09-04-5-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211924 DEA: 040G6424 EFIS: 0413000350 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-001-28.51 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/01/2016) |
Sample Information
| Sample Taken Date | 09/04/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 9 4x8 concrete cylinders | The quantity of what the sample constitutes | 15 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Stephen |
| Last name of sampler or witnessed by | Chi | Title of sampler | ASR |
| Telephone number of sampler | 5104969505 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bauman Landscape Construction Redi-Mix Concrete | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Lagunitas Creek Overflow Bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 85350SCC |
|---|---|---|---|
| The truck number from where the sample was collected | BAUMAN_M23 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Bauman Landscape Construction Redi-Mix Concrete | |
| A detailed description of where the material sample was collected | Back of Truck | 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: 2026-09-04-5
DIME Test ID: 2026-09-04-5-3
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: 2026-10-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Nikhil Moon
Date of test: 10/02/2026
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: 73590 lb
Maximum load on cylinder 2: 73220 lb
Maximum load on cylinder 3: 74790 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 28 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: 5854.4 psi
Compressive strength of cylinder 2: 5825.0 psi
Compressive strength of cylinder 3: 5949.9 psi
Compressive strength (to nearest 10 psi): 5880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2026 ✔