Summary for Test 2025-04-01-7-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000567 DEA: 042K7404 EFIS: 0417000018 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-37-R11.2/14.5 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, PLACE RHMA AND REPLACE CONCRETE BARRIER. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM IGNACIO OVERHEAD TO PETALUMA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/16/2024) |
Sample Information
| Sample Taken Date | 04/01/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/01/2025 |
| Sample type | Acceptance | A brief description of the sample | 10 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 4CY | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Velono |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Materials 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 | D20115E1 |
|---|---|---|---|
| The truck number from where the sample was collected | 2449 | The batch plant ticket number from where the sample was collected | 354407 |
| Concrete batch plant | 138 | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Wheel Barrow from Chute | 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: 2025-04-01-7
DIME Test ID: 2025-04-01-7-3
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: 2025-04-08
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Yannick Aranas
Date of test: 04/08/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Average diameter of cylinder 4: 4.00 in
Average diameter of cylinder 5: 4.00 in
Maximum load on cylinder 1: 66254 lb
Maximum load on cylinder 2: 62297 lb
Maximum load on cylinder 3: 66442 lb
Maximum load on cylinder 4: 67322 lb
Maximum load on cylinder 5: 67987 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Type of fracture pattern of cylinder 4: 5
Type of fracture pattern of cylinder 5: 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: 0.98
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Cross sectional area of cylinder 4: 12.57 in^2
Cross sectional area of cylinder 5: 12.57 in^2
Compressive strength of cylinder 1: 5245.8 psi
Compressive strength of cylinder 2: 4956.0 psi
Compressive strength of cylinder 3: 5155.4 psi
Compressive strength of cylinder 4: 5355.8 psi
Compressive strength of cylinder 5: 5408.7 psi
Compressive strength (to nearest 10 psi): 5220 psi
General comments (publicly viewable) (Max 1000 characters): Please break and provide results.
Test was verified on 4/8/2025 ✔