Summary for Test 2022-08-22-80-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 08/22/2022 | Sample Unique Key | 80 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/23/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 6X12 PCC cylinder | The quantity of what the sample constitutes | 130 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | QC Twining Laboratory |
| Last name of sampler or witnessed by | Twining Laboratory | Title of sampler | QC Technician |
| Telephone number of sampler | Laboratory sample identification | 22-0243 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | National Ready Mix | |
| Transportation Laboratory (TL) Number | 220822AT | 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 | S85C440T1 |
|---|---|---|---|
| The truck number from where the sample was collected | 20116 | The batch plant ticket number from where the sample was collected | 503212 |
| Concrete batch plant | National Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | truck chute | 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: 2022-08-22-80
DIME Test ID: 2022-08-22-80-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-09-19
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 09/19/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.03 in
Maximum load on cylinder 1: 132386 lb
Maximum load on cylinder 2: 130457 lb
Maximum load on cylinder 3: 135791 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
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.56 in^2
Compressive strength of cylinder 1: 4635.4 psi
Compressive strength of cylinder 2: 4583.9 psi
Compressive strength of cylinder 3: 4754.6 psi
Compressive strength (to nearest 10 psi): 4660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2022 ✔