Summary for Test 2021-04-20-18-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
---|---|
DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 04/20/2021 | Sample Unique Key | 18 |
---|---|---|---|
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 | 04/26/2021 |
Sample type | Quality Assurance | A brief description of the sample | 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 | Kevin | Last name of sampler or witnessed by | oluoha |
Title of sampler | QA Inspector | Telephone number of sampler | |
Laboratory sample identification | 1015-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Lane Security Paving Joint Venture | 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 | 1610974 |
---|---|---|---|
The truck number from where the sample was collected | 10067779 | The batch plant ticket number from where the sample was collected | 29589101 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Monte Vista Ave. UC Stage 1 Abute 2 Footing | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-04-20-18
DIME Test ID: 2021-04-20-18-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-05-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 05/18/2021
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 158610 lb
Maximum load on cylinder 2: 160370 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5573.1 psi
Compressive strength of cylinder 2: 5634.9 psi
Compressive strength (to nearest 10 psi): 5600 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/18/2021 ✔