Summary for Test 2019-03-08-15-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 213261 DEA: 071XH004 EFIS: 0718000239 |
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DIST-CO-RTE-PM | 07-LA-47-.86, 0.86, 0.86 |
Award Date | 03/20/2018 |
Closeout Date | 06/03/2020 |
Work Description | Remove and replace the two (2) long finger joint assemblies at Bents 11 and 12 and repair the elevators in both towers |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/08/2018) |
Sample Information
Sample Taken Date | 03/08/2019 | Sample Unique Key | 15 |
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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 | 03/15/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | noah | Last name of sampler or witnessed by | bruton |
Title of sampler | Structure Rep | Telephone number of sampler | 232 620 2764 |
Laboratory sample identification | 992 251 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 192251 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | na | |
Structure name | na |
Material Information
Material Type | Concrete | The concrete mix design number | na |
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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 | na |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | goden state bridge |
A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | na |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-03-08-15
DIME Test ID: 2019-03-08-15-1
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: 2019-03-29
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: 03/22/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 163170 lb
Maximum load on cylinder 2: 157750 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 14 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5751.5 psi
Compressive strength of cylinder 2: 5560.5 psi
Compressive strength (to nearest 10 psi): 5660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2019 ✔