Summary for Test 2020-03-04-5-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
| Award Date | 10/31/2019 |
| Closeout Date | 08/03/2023 |
| Work Description | Construct bridge, realign curve & widen shoulders. |
| Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
| QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
| Sample Taken Date | 03/04/2020 | Sample Unique Key | 5 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/06/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | six cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | kaveh | Last name of sampler or witnessed by | aladini |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 78810 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | Z5754298 |
|---|---|---|---|
| The truck number from where the sample was collected | 00000 | The batch plant ticket number from where the sample was collected | 000000 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | CIDH TRIAL BATCH | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-03-04-5
DIME Test ID: 2020-03-04-5-1
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: 2020-04-07
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 04/01/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.01 in
Maximum load on cylinder 1: 195566 lbf
Maximum load on cylinder 2: 195974 lbf
Maximum load on cylinder 3: 197386 lbf
Maximum load on cylinder 4: 199846 lbf
Maximum load on cylinder 5: 199992 lbf
Maximum load on cylinder 6: 199641 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
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.37 in^2
Compressive strength of cylinder 1: 6894.0 psi
Compressive strength of cylinder 2: 6908.0 psi
Compressive strength of cylinder 3: 6958 psi
Compressive strength of cylinder 4: 7045 psi
Compressive strength of cylinder 5: 7050 psi
Compressive strength of cylinder 6: 7037 psi
Compressive strength (to nearest 10 psi): 6980 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 6
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 6
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 6
Source: Bluehill Data Point File
Test graph for Cylinder Code 4 of 6
Source: Bluehill Data Point File
Test graph for Cylinder Code 5 of 6
Source: Bluehill Data Point File
Test graph for Cylinder Code 6 of 6
Test was verified on 4/7/2020 ✔