Summary for Test 2020-09-10-11-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214903 DEA: 074W5404 EFIS: 0719000003 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-14,138-VAR |
| Award Date | 05/29/2020 |
| Closeout Date | 03/15/2021 |
| Work Description | POLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/15/2021) |
Sample Information
| Sample Taken Date | 09/10/2020 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 09/10/2020 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 15 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | PEREYRA |
| Title of sampler | RMA Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Short Load Concrete | 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 | CTS-70-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 8 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | TRIAL BATCH | 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: 2020-09-10-11
DIME Test ID: 2020-09-10-11-1
Testing Lab: RMA Group - Rancho Cucamonga
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2020-09-18
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Louis Riley
Date of test: 09/12/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.01 in
Maximum load on cylinder 1: 165270 lb
Maximum load on cylinder 2: 172720 lb
Maximum load on cylinder 3: 175920 lb
Maximum load on cylinder 4: 177180 lb
Maximum load on cylinder 5: 175190 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
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
Age of specimen: 3 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Compressive strength (to nearest 10 psi): 6100 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/18/2020 ✔