Summary for Test 2022-10-10-32-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
| Award Date | 12/15/2020 |
| Closeout Date | Not set |
| Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
| Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 10/10/2022 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 10/13/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tristan | Last name of sampler or witnessed by | Sayre |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Calportland Port of Stockton | Transportation Laboratory (TL) Number | 294901 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 33-0759 | |
| Structure name | ALAMEDA CREEK BRIDGE |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5RS |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete 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: 2022-10-10-32
DIME Test ID: 2022-10-10-32-1
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: 2022-10-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 10/19/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 140577 lbf
Maximum load on cylinder 2: 140605 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 9 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4972.0 psi
Compressive strength of cylinder 2: 4973.0 psi
Compressive strength (to nearest 10 psi): 4970 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File