Summary for Test 2023-01-27-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 993737 DEA: 032J7704 EFIS: 0322000098 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-17.2/24.2 |
| Award Date | 08/17/2022 |
| Closeout Date | 03/20/2025 |
| Work Description | PAVE SLOPE (PRECAST CONC PANEL), ANTI-GRAFFITI COATING & PAINT CONC. |
| Location Description | SACRAMENTO COUNTY IN SACRAMENTO AT VARIOUS LOCATIONS ON ROUTE 99 FROM STOCKTON BOULEVARD ONRAMP OVERCROSSING TO THE BROADWAY UNDERCROSSING. |
| QA Service Level | 1 (Verified on 04/21/2022) |
Sample Information
| Sample Taken Date | 01/27/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 01/30/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Minor Concrete |
| The quantity of what the sample constitutes | 56CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Elaine | Last name of sampler or witnessed by | Yip |
| Title of sampler | SR | Telephone number of sampler | 510-501-7727 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Elite Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 24-0134K | |
| Structure name | SB Stockton slope paving | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CT-590 |
|---|---|---|---|
| The truck number from where the sample was collected | LOAD 4 | The batch plant ticket number from where the sample was collected | 270254 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Pump | Where the material sample would have been placed if not sampled | Slope paving |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-01-27-7
DIME Test ID: 2023-01-27-7-1
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: 2023-02-24
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: 02/24/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 58088 lbf
Maximum load on cylinder 2: 53890 lbf
Maximum load on cylinder 3: 55946 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 4599.0 psi
Compressive strength of cylinder 2: 4267.0 psi
Compressive strength of cylinder 3: 4386.0 psi
Compressive strength (to nearest 10 psi): 4420 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 2/24/2023 ✔