Summary for Test 2024-08-07-130-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
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DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
Sample Taken Date | 08/07/2024 | Sample Unique Key | 130 |
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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 | 08/07/2024 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 10 cubic yards | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Alberto | Last name of sampler or witnessed by | Pineda-Gonzalez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 24-2417 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | N/A | 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 | G3 21 CTS 221 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-08-07-130
DIME Test ID: 2024-08-07-130-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2024-09-11
Test Results
Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Alberto Pineda-Gonzalez
Date of test: 08/17/2024
Identification number: 24-2417
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8357 lb
Maximum load applied 2: 8781 lb
Maximum load applied 3: 8764 lb
Curing history and apparent moisture condition of the specimen: Sand
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 720 psi
Modulus of rupture 2: 750 psi
Modulus of rupture 3: 750 psi
Modulus of rupture average: 740 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/11/2024 ✔