Summary for Test 2023-01-14-3-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993162 DEA: 07319104 EFIS: 0716000017 |
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DIST-CO-RTE-PM | 07-LA-91-R11.8 |
Award Date | 02/10/2022 |
Closeout Date | 01/11/2024 |
Work Description | ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP. |
Location Description | LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR |
QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
Sample Taken Date | 01/14/2023 | Sample Unique Key | 3 |
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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 | 01/15/2023 |
Sample type | Department Acceptance | A brief description of the sample | JPCP-CYLINDERS @ 42 days |
The quantity of what the sample constitutes | 130 cu. yd. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
Title of sampler | MREA | Telephone number of sampler | (213) 358-1518 |
Laboratory sample identification | 23-0037 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RVC | 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 | LB060008 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 7223350 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Discharge from TM into conveyor chute to wheelbarrow | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-01-14-3
DIME Test ID: 2023-01-14-3-1
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: 2023-02-25
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 02/25/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 151042 lb
Maximum load on cylinder 2: 159178 lb
Maximum load on cylinder 3: 152042 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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
Age of specimen: 42 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength (to nearest 10 psi): 5420 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/25/2023 ✔