Summary for Test 2021-10-12-41-5

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214892
DEA: 06442554
EFIS: 0612000176
COOP: 061699
DIST-CO-RTE-PM06-KER-46-29.7/31.9
Award Date01/08/2021
Closeout DateNot set
Work DescriptionCONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location DescriptionKERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date10/12/2021 Sample Unique Key41
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 testing10/13/2021
Sample typeQuality Control A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes60 CY From where was the sample collectedFabricator
First name of sampler or witnessed byStephen Last name of sampler or witnessed byHaynes
Title of sampler Telephone number of sampler9253317125
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKIE-CON, INC 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 numberK6080-603 CPA
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected112291
Concrete batch plant The fabricator/manufacturer designation for the sample20-142 10/12/21
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampledWide Flange Girder
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-10-12-41
DIME Test ID: 2021-10-12-41-5
Testing Lab: Kie-Con, Inc.
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-11-30

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jason Allen
Date of test: 11/09/2021
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 124470 lb
Maximum load on cylinder 2: 124920 lb
Maximum load on cylinder 3: 127100 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
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 in^2
Cross sectional area of cylinder 2:12.57 in^2
Cross sectional area of cylinder 3:12.57 in^2
Compressive strength (to nearest 10 psi):9980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2021