Summary for Test 2022-03-10-2-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 03/10/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 03/11/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Prequalification |
| The quantity of what the sample constitutes | 3 cy | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Mohan | Last name of sampler or witnessed by | Ayadurai |
| Title of sampler | Structure Representative | Telephone number of sampler | 510-867-6121 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SYAR Dixon | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | CT063CR5W |
|---|---|---|---|
| The truck number from where the sample was collected | 8105 | The batch plant ticket number from where the sample was collected | 87063430 |
| Concrete batch plant | SYAR Dixon | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | This mix will be used in Approach Salbs | 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: 2022-03-10-2
DIME Test ID: 2022-03-10-2-2
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: 2022-04-07
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: 04/07/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 75454 lbf
Maximum load on cylinder 2: 73269 lbf
Maximum load on cylinder 3: 74458 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
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: 12.69 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: 5945.0 psi
Compressive strength of cylinder 2: 5802.0 psi
Compressive strength of cylinder 3: 5896 psi
Compressive strength (to nearest 10 psi): 5880 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 4/7/2022 ✔