Summary for Test 2024-04-03-31-4
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214956 DEA: 042K1704 EFIS: 0416000378 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880,880-15.6/26.5 |
| Award Date | 01/03/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | CONSTRUCT PVMT, JT SEAL, BARRIER, CL RAILING AND BRIDGE REMOVAL. |
| Location Description | ALAMEDA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/08/2020) |
Sample Information
| Sample Taken Date | 04/03/2024 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 04/08/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Class 1 Concrete for Bridge BW |
| The quantity of what the sample constitutes | 3 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Semanu | Last name of sampler or witnessed by | Attiogbe |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 5104148006 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 33-0284 | |
| Structure name | San Leandro BLVD OC | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D10115EA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 05784750 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete sample from 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: 2024-04-03-31
DIME Test ID: 2024-04-03-31-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-04-09
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 04/09/2024
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 39232 lbf
Maximum load on cylinder 2: 38389 lbf
Maximum load on cylinder 3: 41321 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 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: 3091.0 psi
Compressive strength of cylinder 2: 3055.0 psi
Compressive strength of cylinder 3: 3288.0 psi
Compressive strength (to nearest 10 psi): 3140 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 3
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 4/9/2024 ✔