Summary for Test 2022-03-10-3-4
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 | 3 |
|---|---|---|---|
| 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 | Fiber Deck Mix |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Source |
| 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 | 925-640-8542 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SYAR Dixion | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Route 80 - Various | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SP072AR5S |
|---|---|---|---|
| The truck number from where the sample was collected | 8105 | The batch plant ticket number from where the sample was collected | 87063431 |
| Concrete batch plant | SYAR Dixon | The fabricator/manufacturer designation for the sample | SYAR Concrete Dixon |
| A detailed description of where the material sample was collected | at the batch plant | 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: 2022-03-10-3
DIME Test ID: 2022-03-10-3-4
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: 2022-04-21
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: 04/21/2022
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: 72305 lbf
Maximum load on cylinder 2: 76455 lbf
Maximum load on cylinder 3: 77704 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: 42 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: 5668.0 psi
Compressive strength of cylinder 2: 6024.0 psi
Compressive strength of cylinder 3: 6122.0 psi
Compressive strength (to nearest 10 psi): 5940 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 4/21/2022 ✔