Summary for Test 2019-08-26-5-1
Test performed: CTM 523-July 2012Project Information
Project Identifiers | Project ID: 213551 DEA: 080K2934 EFIS: 0812000100 |
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DIST-CO-RTE-PM | 08-SBD-10-R36.8/R39.2 |
Award Date | 11/09/2018 |
Closeout Date | 09/15/2021 |
Work Description | PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT |
Location Description | SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 08/26/2019 | Sample Unique Key | 5 |
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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 | 08/27/2019 |
Sample type | Department Acceptance | A brief description of the sample | Concrete beams |
The quantity of what the sample constitutes | 4 Beams | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dzung | Last name of sampler or witnessed by | Tran |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1A1, 1A2, 1B1, 1B2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Coffman Specialties, Inc | 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 | 1810-2 |
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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 | TT1 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | On Job Site at Concrete Truck | 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: 2019-08-26-5
DIME Test ID: 2019-08-26-5-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete
Test Release Date: 2019-09-13
Test Results
What test method is being used?: Third-Point Loading
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Lab procedure used: Method B
Input Type: Calculated
Tester's full name: A. Alzubi / D. Tran
Date of test: 09/05/2019
Identification number: 1A1
Width of specimen: 6 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 6795 lb
Curing history and apparent moisture condition of the specimen: Sand pit
If specimen was capped, ground or if leather shims were used: No
Defects in specimen: None
Age of specimen: 10 days
Modulus of rupture: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/13/2019 ✔