Summary for Test 2022-10-14-53-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 993484 DEA: 07325904 EFIS: 0716000091 |
---|---|
DIST-CO-RTE-PM | 07-LA-5-87.4 |
Award Date | 02/17/2022 |
Closeout Date | Not set |
Work Description | SEISMIC RETROFIT OF BRIDGE, WIDEN |
Location Description | IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779 |
QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
Sample Taken Date | 10/14/2022 | Sample Unique Key | 53 |
---|---|---|---|
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 | 10/24/2022 |
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 | David | Last name of sampler or witnessed by | Bar-on |
Title of sampler | Assistant Structure Representative | Telephone number of sampler | |
Laboratory sample identification | 22-0329 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons - Palmdale | Transportation Laboratory (TL) Number | NA |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | CT800F254AS |
---|---|---|---|
The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | NA |
Concrete batch plant | Robertsons Palmdale | 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
DIME Sample ID: 2022-10-14-53
DIME Test ID: 2022-10-14-53-1
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: 2022-11-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 10/28/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.93 in
Maximum load on cylinder 1: 106572 lb
Maximum load on cylinder 2: 108212 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.62 in^2
Compressive strength of cylinder 1: 3807.5 psi
Compressive strength of cylinder 2: 3917.9 psi
Compressive strength (to nearest 10 psi): 3860 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/7/2022 ✔