Summary for Test 2019-04-04-8-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212743 DEA: 030H26U4 EFIS: 0317000247 |
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DIST-CO-RTE-PM | 03-PLA-65-R5.0/R6.6 |
Award Date | 02/14/2018 |
Closeout Date | 10/21/2022 |
Work Description | NORTHBOUND WIDENING AND RAMP IMPROVEMENTS. |
Location Description | PLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 12/18/2017) |
Sample Information
Sample Taken Date | 04/04/2019 | Sample Unique Key | 8 |
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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 | 04/05/2019 |
Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 3 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | jimmer | Last name of sampler or witnessed by | ross |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 204267 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 1604381 |
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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 | 000000000000 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | job | 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: 2019-04-04-8
DIME Test ID: 2019-04-04-8-1
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: 2019-05-16
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ruben Macias
Date of test: 05/16/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.05 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 89073 lb
Maximum load on cylinder 2: 86264 lb
Maximum load on cylinder 3: 91337 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 42 days
Cross sectional area of cylinder 1: 12.87 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.68 in^2
Compressive strength (to nearest 10 psi): 6990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2019 ✔