Summary for Test 2023-10-18-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 10/18/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 10/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 cylinders |
| The quantity of what the sample constitutes | 27 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jingan | Last name of sampler or witnessed by | Chen |
| Title of sampler | ASR | Telephone number of sampler | 5105063387 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Concrete Martinez | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 33-E0091 | |
| Structure name | Retaining Wall 179 |
Material Information
| Material Type | Concrete | The concrete mix design number | 4E0CG5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | 6241 | The batch plant ticket number from where the sample was collected | 462568 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of pump truck | Where the material sample would have been placed if not sampled | Retaining Wall 179 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-10-18-1
DIME Test ID: 2023-10-18-1-1
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: 2023-11-15
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: 11/15/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 79469 lbf
Maximum load on cylinder 2: 78547 lbf
Maximum load on cylinder 3: 79184 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 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: 6230.0 psi
Compressive strength of cylinder 2: 6219.0 psi
Compressive strength of cylinder 3: 6270 psi
Compressive strength (to nearest 10 psi): 6240 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 11/15/2023 ✔