Summary for Test 2019-08-20-9-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213594 DEA: 044G1134 EFIS: 0414000305 |
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DIST-CO-RTE-PM | 04-ALA-680-m0.0/r21.9 |
Award Date | 12/05/2018 |
Closeout Date | 01/21/2021 |
Work Description | RAMP METERING, AND RAMP METERING |
Location Description | ALMEDA COUNTY FROM 0.3 MILE SOUTH OF SCOTT CREEK ROAD UNDERCROSSING TO 0.3 MILE NORTH OF ALCOSTA BLVD OVERCROSSING |
QA Service Level | 1 (Verified on 12/13/2018) |
Sample Information
Sample Taken Date | 08/20/2019 | Sample Unique Key | 9 |
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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 | 08/26/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | two cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Quang | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 043808 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | D20115EA |
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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 | 000000000 |
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: 2019-08-20-9
DIME Test ID: 2019-08-20-9-1
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: 2019-09-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: BN
Date of test: 09/17/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 105114 lb
Maximum load on cylinder 2: 104694 lb
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: 27.98 in^2
Cross sectional area of cylinder 2: 28.17 in^2
Compressive strength of cylinder 1: 3756.8 psi
Compressive strength of cylinder 2: 3716.5 psi
Compressive strength (to nearest 10 psi): 3740 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/17/2019 ✔