Summary for Test 2024-06-28-98-1
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 | 06/28/2024 | Sample Unique Key | 98 |
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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 | 06/28/2024 |
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 | Edmond | Last name of sampler or witnessed by | Jabbour |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 24-1676-1677-1678-1679 | 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 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Load 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: 2024-06-28-98
DIME Test ID: 2024-06-28-98-1
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: 2024-08-09
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 07/06/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 53362 lb
Maximum load on cylinder 2: 57042 lb
Maximum load on cylinder 3: 52836 lb
Maximum load on cylinder 4: 53829 lb
Maximum load on cylinder 5: 54380 lb
Maximum load on cylinder 6: 56022 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 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
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 1887.6 psi
Compressive strength of cylinder 2: 2024.2 psi
Compressive strength of cylinder 3: 1874.9 psi
Compressive strength of cylinder 4: 1904.1 psi
Compressive strength of cylinder 5: 1929.7 psi
Compressive strength of cylinder 6: 1981.7 psi
Compressive strength (to nearest 10 psi): 1930 psi
General comments (publicly viewable) (Max 1000 characters): Log #'s - 24/-1677-1678-1679
Test was verified on 8/9/2024 ✔