Summary for Test 2019-06-12-6-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 213396 DEA: 060Q1804 EFIS: 0613000145 |
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DIST-CO-RTE-PM | 06-KER-58-R94.2 |
Award Date | 12/19/2018 |
Closeout Date | 10/15/2020 |
Work Description | TO INSTALL BRIDGE RAILING AND MIDWEST GUARDRAIL SYSTEM. |
Location Description | KERN COUNTY IN TEHACHAPI AT SUMMIT OVERHEAD |
QA Service Level | 1 (Verified on 06/05/2018) |
Sample Information
Sample Taken Date | 06/12/2019 | Sample Unique Key | 6 |
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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 | 06/14/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 5 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Adlai | Last name of sampler or witnessed by | Evans |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | 995-612B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | HOLIDAY ROCK | Transportation Laboratory (TL) Number | 20190612B |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Prequalification pour at Holiday Rock Readymix plant |
Material Information
Material Type | Concrete | The concrete mix design number | 3H40X006 |
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The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | 1081413 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | granite |
A detailed description of where the material sample was collected | Prequalification pour at Holiday Rock Readymix plant | Where the material sample would have been placed if not sampled | Prequalification pour at Holiday Rock Readymix plant |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-06-12-6
DIME Test ID: 2019-06-12-6-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-07-12
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: EJ
Date of test: 07/10/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.03 in
Average diameter of cylinder 5: 6.02 in
Maximum load on cylinder 1: 104805 lb
Maximum load on cylinder 2: 103745 lb
Maximum load on cylinder 3: 109050 lb
Maximum load on cylinder 4: 101650 lb
Maximum load on cylinder 5: 104900 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.56 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Compressive strength of cylinder 1: 3682.5 psi
Compressive strength of cylinder 2: 3645.3 psi
Compressive strength of cylinder 3: 3843.8 psi
Compressive strength of cylinder 4: 3559.2 psi
Compressive strength of cylinder 5: 3685.9 psi
Compressive strength (to nearest 10 psi): 3680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/12/2019 ✔