Summary for Test 2018-01-11-6-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210618 DEA: 06342534 EFIS: 0600000382 COOP: 061616A2 |
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DIST-CO-RTE-PM | 06-FRE-180-R74.1/R78.6 |
Award Date | 04/05/2017 |
Closeout Date | 07/06/2021 |
Work Description | CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY |
Location Description | FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE |
QA Service Level | 1 (Verified on 07/10/2017) |
Sample Information
Sample Taken Date | 01/11/2018 | Sample Unique Key | 6 |
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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 | 01/12/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6X12 Concrete Cylinder |
The quantity of what the sample constitutes | 4 cylinders | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Cummings |
Title of sampler | QA | Telephone number of sampler | 9167187759 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Confab Shafter | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S29-004-18 | Structure unique identifier | |
Structure name | China Slough |
Material Information
Material Type | Concrete | The concrete mix design number | SCC-S90-25F |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 31237 | |
Concrete batch plant | Shafter | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Casting Bed | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2018-01-11-6
DIME Test ID: 2018-01-11-6-2
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: 2018-02-08
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: 02/08/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 267363 lb
Maximum load on cylinder 2: 283463 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 9424.1 psi
Compressive strength of cylinder 2: 9960.0 psi
Compressive strength (to nearest 10 psi): 9690 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 2/8/2018 ✔