Summary for Test 2020-08-21-7-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 214875 DEA: 033H72U4 EFIS: 0320000087 |
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DIST-CO-RTE-PM | 03-BUT-70-5.6/9.1 |
Award Date | 06/16/2020 |
Closeout Date | 08/10/2023 |
Work Description | ROADWAY EXCAVATION, PLACE HMA & RHMA, & CONSTRUCT DRAINAGE SYSTEMS. |
Location Description | BUTTE COUNTY NEAR OROVILLE FROM 0.2 MILE NORTH OF COX LANE TO 0.1 MILE NORTH OF PALERMO ROAD |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 08/21/2020 | Sample Unique Key | 7 |
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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 | 08/24/2020 |
Sample type | Quality Assurance | A brief description of the sample | PCC |
The quantity of what the sample constitutes | concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | m | Last name of sampler or witnessed by | Attarian |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | TRUCK | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 06316p25 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | na | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | from mix truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-08-21-7
DIME Test ID: 2020-08-21-7-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-24
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 08/24/2020
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617/CTM521
Maximum load on cylinder 1: 78755 lb
Maximum load on cylinder 2: 86580 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: 3 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 2940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/24/2020 ✔