Summary for Test 2016-08-21-1-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210251 DEA: 072W6904 EFIS: 0713000439 |
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DIST-CO-RTE-PM | 07-LA-5-Various |
Award Date | 04/23/2015 |
Closeout Date | 11/29/2016 |
Work Description | TREAT BRIDGE DECK WITH METHACRYLATE AND REPLACE JOINT SEALS. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/11/2016) |
Sample Information
Sample Taken Date | 08/21/2016 | Sample Unique Key | 1 |
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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 | 08/24/2016 |
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 | Braidy | Last name of sampler or witnessed by | Fernandez |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 923-24W | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | SLC Anaheim | Transportation Laboratory (TL) Number | 923-24W |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | CTS-72-EHI |
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The truck number from where the sample was collected | 10 | The batch plant ticket number from where the sample was collected | 47366 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | SB FWY ALLEN FROM APPROX MID SPAN TO ABUT 2 DECK POUR PHASE II |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-08-21-1
DIME Test ID: 2016-08-21-1-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-09-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 09/18/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 170310 lb
Maximum load on cylinder 2: 170820 lb
Type of fracture pattern of cylinder 1: 2
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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 6063.0 psi
Compressive strength of cylinder 2: 6081.2 psi
Compressive strength (to nearest 10 psi): 6070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2016 ✔