Summary for Test 2020-03-26-13-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 214176 DEA: 033F0904 EFIS: 0312000056 |
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DIST-CO-RTE-PM | 03-SAC,SJ-5,160-Var |
Award Date | 10/10/2019 |
Closeout Date | 10/27/2022 |
Work Description | REPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES. |
Location Description | SACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE |
QA Service Level | 1 (Verified on 05/29/2019) |
Sample Information
Sample Taken Date | 03/26/2020 | Sample Unique Key | 13 |
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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 | 03/27/2020 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 5 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Chuck | Last name of sampler or witnessed by | Pazzi |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 173236 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1615759 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000000 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2020-03-26-13
DIME Test ID: 2020-03-26-13-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-04-23
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC / PM
Date of test: 04/23/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.02 in
Maximum load on cylinder 1: 219536 lbf
Maximum load on cylinder 2: 215554 lbf
Maximum load on cylinder 3: 208339 lbf
Maximum load on cylinder 4: 220231 lbf
Maximum load on cylinder 5: 215242 lbf
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
Type of fracture pattern of cylinder 4: 4
Type of fracture pattern of cylinder 5: 4
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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 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: 28.46 in^2
Compressive strength of cylinder 1: 7713.0 psi
Compressive strength of cylinder 2: 7624.0 psi
Compressive strength of cylinder 3: 7344 psi
Compressive strength of cylinder 4: 7763 psi
Compressive strength of cylinder 5: 7562 psi
Compressive strength (to nearest 10 psi): 7600 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 5
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 5
Source: Bluehill Data Point File
Test graph for Cylinder Code 3 of 5
Source: Bluehill Data Point File
Test graph for Cylinder Code 4 of 5
Source: Bluehill Data Point File
Test graph for Cylinder Code 5 of 5
Test was verified on 4/23/2020 ✔