Summary for Test 2024-06-23-41-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 |
|---|---|
| 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 | 06/23/2024 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/23/2024 | 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 | Edmond |
| Last name of sampler or witnessed by | Jabbour | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 24-1582-1583-1584-1585 | |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-30-EHI |
|---|---|---|---|
| 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
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DIME Sample ID: 2024-06-23-41
DIME Test ID: 2024-06-23-41-1
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: 2024-08-13
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 06/30/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 108423 lb
Maximum load on cylinder 2: 104884 lb
Maximum load on cylinder 3: 101725 lb
Maximum load on cylinder 4: 98850 lb
Maximum load on cylinder 5: 102295 lb
Maximum load on cylinder 6: 105760 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Type of fracture pattern of cylinder 4: 5
Type of fracture pattern of cylinder 5: 6
Type of fracture pattern of cylinder 6: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.18 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: 3847.5 psi
Compressive strength of cylinder 2: 3710.1 psi
Compressive strength of cylinder 3: 3598.3 psi
Compressive strength of cylinder 4: 3507.8 psi
Compressive strength of cylinder 5: 3630.1 psi
Compressive strength of cylinder 6: 3741.1 psi
Compressive strength (to nearest 10 psi): 3670 psi
General comments (publicly viewable) (Max 1000 characters): Log #'s 24/1583-1584-1585
Test was verified on 8/13/2024 ✔