Summary for Test 2021-04-22-12-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213406 DEA: 030F2504 EFIS: 0300000075 |
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DIST-CO-RTE-PM | 03-YOL,SAC-80-R11.1/R11.7,M0.0/M0.5 |
Award Date | 08/21/2020 |
Closeout Date | 07/31/2023 |
Work Description | SAC RIVER BOH (BRYTE BEND) |
Location Description | SACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD |
QA Service Level | 1 (Verified on 06/07/2018) |
Sample Information
Sample Taken Date | 04/22/2021 | Sample Unique Key | 12 |
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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 | 04/26/2021 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Clifford | Last name of sampler or witnessed by | Noble |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Perkins | Transportation Laboratory (TL) Number | 169759 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 22-0026L | |
Structure name | Type 824A STA 231/68 1/2 to STA 234/08 1/2 |
Material Information
Material Type | Concrete | The concrete mix design number | Z5605153 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-04-22-12
DIME Test ID: 2021-04-22-12-1
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: 2021-05-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 05/20/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 108670 lbf
Maximum load on cylinder 2: 106237 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 3895.0 psi
Compressive strength of cylinder 2: 3808.0 psi
Compressive strength (to nearest 10 psi): 3850 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/20/2021 ✔