Summary for Test 2023-04-12-21-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
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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 | 04/12/2023 | Sample Unique Key | 21 |
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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 | 04/14/2023 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | FRANCISCO | Last name of sampler or witnessed by | RUVALCABA |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 1015-412A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Lane Security Paving Joint Venture | Transportation Laboratory (TL) Number | 412A |
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 |
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The truck number from where the sample was collected | 10067792 | The batch plant ticket number from where the sample was collected | 30690585 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | RTE 10 4TH ST APPROACH SLAB WB 10 MEDIAN STA 127849 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-04-12-21
DIME Test ID: 2023-04-12-21-2
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: 2023-05-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 05/10/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 147515 lb
Maximum load on cylinder 2: 151565 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 3
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
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5218.1 psi
Compressive strength of cylinder 2: 5325.5 psi
Compressive strength (to nearest 10 psi): 5270 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2023 ✔