Summary for Test 2023-02-13-32-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993602 DEA: 042K2404 EFIS: 0416000394 |
|---|---|
| DIST-CO-RTE-PM | 04-SON,SON-101-16.5-19 |
| Award Date | 05/09/2022 |
| Closeout Date | 07/24/2023 |
| Work Description | REMOVE EXISTING AND CONSTRUCT NEW CONCRETE BRIDGE RAILING. |
| Location Description | MARIN AND SONOMA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/07/2022) |
Sample Information
| Sample Taken Date | 02/13/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 02/16/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Baker Ave OC Type 732 SW |
| The quantity of what the sample constitutes | 30 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sami | Last name of sampler or witnessed by | Zamani |
| Title of sampler | ASR | Telephone number of sampler | 510-774-6277 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shamrock Santa Rosa | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Baker Ave OC |
Material Information
| Material Type | Concrete | The concrete mix design number | SL-4300CG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | TBD | |
| Concrete batch plant | Shamrock Petaluma | The fabricator/manufacturer designation for the sample | Shamrock SW Mix |
| A detailed description of where the material sample was collected | 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: 2023-02-13-32
DIME Test ID: 2023-02-13-32-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-03-14
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: 03/14/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 3.99 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 75809 lbf
Maximum load on cylinder 2: 75967 lbf
Maximum load on cylinder 3: 76580 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
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.5 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 6033.0 psi
Compressive strength of cylinder 2: 6076.0 psi
Compressive strength of cylinder 3: 6125 psi
Compressive strength (to nearest 10 psi): 6080 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 3/14/2023 ✔