Summary for Test 2024-08-28-27-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000091 DEA: 032G5404 EFIS: 0321000237 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-128,505-VAR |
| Award Date | 05/30/2024 |
| Closeout Date | 04/09/2025 |
| Work Description | PLACE AND FURNISH POLYESTER CONCRETE OVERLAY, & REPLACE JOINT SEALS. |
| Location Description | YOLO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 08/28/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 08/28/2024 |
| Sample type | Quality Assurance | A brief description of the sample | High Early Concrete Mix |
| The quantity of what the sample constitutes | 9 4x8 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Phillip | Last name of sampler or witnessed by | Asher |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 916-768-8293 |
| 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 | 22-0115L | |
| Structure name | Cottonwood Slough | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 48013B01 |
|---|---|---|---|
| The truck number from where the sample was collected | 6358 | The batch plant ticket number from where the sample was collected | 673959 |
| Concrete batch plant | Central Concrete Rio Linda | The fabricator/manufacturer designation for the sample | High Early Concrete |
| A detailed description of where the material sample was collected | Truck Tailgate with shovel into Wheelbarrow | Where the material sample would have been placed if not sampled | Bridge Deck |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-08-28-27
DIME Test ID: 2024-08-28-27-3
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: 2024-09-04
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: 09/04/2024
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 45694 lbf
Maximum load on cylinder 2: 50496 lbf
Maximum load on cylinder 3: 49036 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 3582.0 psi
Compressive strength of cylinder 2: 3978.0 psi
Compressive strength of cylinder 3: 3863.0 psi
Compressive strength (to nearest 10 psi): 3810 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 9/4/2024 ✔