Summary for Test 2024-06-08-13-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 |
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DIST-CO-RTE-PM | 07-LA-605-20.2/26 |
Award Date | 04/12/2023 |
Closeout Date | Not set |
Work Description | INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION |
QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
Sample Taken Date | 06/08/2024 | Sample Unique Key | 13 |
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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 | 06/08/2024 |
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 | Source |
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 | 24-1415-1416-1417 | 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 | CTS-30-EHI LCB-RS |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 15 | |
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: 2024-06-08-13
DIME Test ID: 2024-06-08-13-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-08-07
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: SoCal Reports
Date of test: 06/16/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Average diameter of cylinder 3: 5.95 in
Average diameter of cylinder 4: 5.95 in
Average diameter of cylinder 5: 5.95 in
Average diameter of cylinder 6: 5.95 in
Maximum load on cylinder 1: 69631 lb
Maximum load on cylinder 2: 68403 lb
Maximum load on cylinder 3: 66768 lb
Maximum load on cylinder 4: 67494 lb
Maximum load on cylinder 5: 67992 lb
Maximum load on cylinder 6: 69805 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Cross sectional area of cylinder 3: 27.81 in^2
Cross sectional area of cylinder 4: 27.81 in^2
Cross sectional area of cylinder 5: 27.81 in^2
Cross sectional area of cylinder 6: 27.81 in^2
Compressive strength of cylinder 1: 2503.8 psi
Compressive strength of cylinder 2: 2459.7 psi
Compressive strength of cylinder 3: 2400.9 psi
Compressive strength of cylinder 4: 2427 psi
Compressive strength of cylinder 5: 2444.9 psi
Compressive strength of cylinder 6: 2510.1 psi
Compressive strength (to nearest 10 psi): 2460 psi
General comments (publicly viewable) (Max 1000 characters): Log #'s - 24/1415-1416-1417
Test was verified on 8/7/2024 ✔