Summary for Test 2022-09-29-18-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214993 DEA: 051F5004 EFIS: 0514000003 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101,135-70.6/71.2;0.1 |
| Award Date | 11/17/2020 |
| Closeout Date | 01/11/2024 |
| Work Description | CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA. |
| Location Description | SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 09/29/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 09/30/2022 |
| Sample type | Quality Assurance | A brief description of the sample | PCC aggs |
| The quantity of what the sample constitutes | 45cy | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | Salvador | Last name of sampler or witnessed by | Lopez-zamora |
| Title of sampler | ARET | Telephone number of sampler | 8057483854 |
| Laboratory sample identification | 220929A | Linked DIME Sample ID | 2022-09-29-17 |
| The fabricator/manufacturer/facility name | Calportland/Donaven | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Los Alamos Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 590GM1010 |
|---|---|---|---|
| The truck number from where the sample was collected | 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 | Discharge from concrete truck into wheelbarrow. | 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: 2022-09-29-18
DIME Test ID: 2022-09-29-18-3
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-11-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 11/10/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 45682 lb
Maximum load on cylinder 2: 48620 lb
Maximum load on cylinder 3: 46773 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
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: 1008 hours
Cross sectional area of cylinder 1: 12.6 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.6 in^2
Compressive strength (to nearest 10 psi): 3730 psi
General comments (publicly viewable) (Max 1000 characters): 42 day Bk abut#1
Test was verified on 11/11/2022 ✔