Summary for Test 2022-01-13-44-6

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214993
DEA: 051F5004
EFIS: 0514000003
DIST-CO-RTE-PM05-SB-101,135-70.6/71.2;0.1
Award Date11/17/2020
Closeout Date01/11/2024
Work DescriptionCONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location DescriptionSANTA 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 Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date01/13/2022 Sample Unique Key44
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 testing01/13/2022
Sample typeQuality Control A brief description of the sample4x8 cylinders
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byGreg Last name of sampler or witnessed byLask
Title of samplerQCM Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKIECON Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberK7010-705 CPO R3
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected113281
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedWilbur bed Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-01-13-44
DIME Test ID: 2022-01-13-44-6
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-05-20

Test Results


Unit system used?: SI Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jason Allen
Date of test: 05/19/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4 mm
Average diameter of cylinder 2: 4 mm
Average diameter of cylinder 3: 4 mm
Maximum load on cylinder 1: 151950 N
Maximum load on cylinder 2: 139830 N
Maximum load on cylinder 3: 147040 N
Type of fracture pattern of cylinder 1: 4
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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 mm^2
Cross sectional area of cylinder 2: 12.57 mm^2
Cross sectional area of cylinder 3: 12.57 mm^2
Compressive strength (to nearest 0.1MPa): 11640.1 MPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/20/2022