Summary for Test 2022-03-10-47-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214819 DEA: 07288304 EFIS: 0700021024 |
---|---|
DIST-CO-RTE-PM | 07-LA-60,60,164,210-Var |
Award Date | 03/01/2021 |
Closeout Date | 10/02/2023 |
Work Description | STORM WATER MITIGATION |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
Sample Taken Date | 03/10/2022 | Sample Unique Key | 47 |
---|---|---|---|
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 | 03/10/2022 |
Sample type | Acceptance | A brief description of the sample | 6X12 cylinders |
The quantity of what the sample constitutes | na | From where was the sample collected | Job Site |
First name of sampler or witnessed by | LR | Last name of sampler or witnessed by | Collier |
Title of sampler | TET | Telephone number of sampler | 14242327257 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | WB 210 Loc 11 |
Material Information
Material Type | Concrete | The concrete mix design number | LCBSC270N31 |
---|---|---|---|
The truck number from where the sample was collected | 1507 | The batch plant ticket number from where the sample was collected | na |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | na | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-03-10-47
DIME Test ID: 2022-03-10-47-1
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: 2022-05-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LR Collier
Date of test: 03/10/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 25138 lb
Maximum load on cylinder 2: 24581 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 886.1 psi
Compressive strength of cylinder 2: 866.4 psi
Compressive strength (to nearest 10 psi): 880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2022 ✔