HomeMy WebLinkAboutLAKEVIEW ON THE RISE - Filed CT-CONCRETE TEST - 2019-09-1620181040.0358.1.xlsx
Bituminous Mixture Test Results
1901 Sharp Point Drive
Fort Collins, Colorado 80525
Telephone No.: (970) 658 - 4405
Fax No.: (970) 484 - 0454
Client Name: Signature Construction LLC
Address: 720 3rd Ave SW Project No.: 20181040 Date of Report: 9/12/19
Camel, IN 46032-2036 Mix Source: Connell
Attn.: Matt Boyle Plant/Pit: Timnath connell asphalt plant Report# .0358
Project Name: Lakeview on the Rise Apartment Development Mix Type: S75PG(64-22)L
Location: 100' south of entrace off of 287 turn lane Sampled By: Zamora Tons: 475 Date: 9/10/19
0 Truck/Ticket No.: J5 5962 Time: 11:00 AM
Lift Designation: Bottom Reviewed By: Craig Nelson
Test Procedures: Department Manager
AASHTO T 164, Quantitative Extraction of Bitumen from Bituminous Paving Mixtures, Method B
X CP L5120, Determination of the Asphalt Binder Content of Bituminous Mixtures by the Ignition Method Method A
Laboratory Testing Information
0.00 Calibration factor No Temp. compensation factor used 0.00 Moisture content, % 538 Test temp, C
2277 Sample Mass, gm Yes AC measured on external scale
Corrected Bituminous Content, %
AASHTO T 164 4.98 Ignition Method Physical Properties of Bituminous Mixtures:
Specification limits: 5.10 + / - 0.3 AASHTO T 245 @ Blows per Side
Sieve Analysis of: X Ignited Mineral Agg. or CP L5106 (Hveem)
Extracted Agg. or CP L5115 N(design) gyrations
Cold Belt Combined Avg. dia. of mold, mm Averge. ht, mm:
Sieve Accumulative Specification CDOT Avg. of Specifi-
Size % Passing Job Mix Master Band Property Standard Specimens cation
Min. Max. Min. Max. Bulk Specific Gravity CP 44
1-1/2" Bulk Density (pcf) CP 44
1" Theoretical Max. Specific Gravity CP 51 2.476
3/4" 100 100 100 100 Theoretical Density (pcf) CP 51 154.5
1/2" 90 90 100 90-100 Air Voids (%) CP 44
3/8" 83 75 87 --- Voids Filled (%) AI SP-2
1/4" Voids Min. Aggregate (%) T 269
#4 65 58 68 --- Stability (pounds) T 245
#8 49 44 54 28-58 Flow (1/100 inch) T 245
#10 Temperature of mix sampled (F)
#16 35 --- Ambient Temp. @ sampling (F)
#30 24 20 28 --- Hveem Stability CP L5106
#40 Lottman Test: CP L5109
#50 15 --- Conditioned/Dry Strength, psi
#80 Tensile Strength Ratio (TSR), %
#100 9 --- Fine Aggregate Angularity, % T 304
#200 6.2 4.2 8.2 2.0-10.0
Comments: ( ) Denotes outside specification limits shown above.
Sampled according to CP55-06, Method B
Distribution: Client
Report Date:
Service Date:
Report Number:
Task:
20181040.0358
09/10/19
09/12/19
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
Asphalt 970-484-0359
Distribution List
Distribution Page
(1) Signature Construction LLC, Matt Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek
(1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde
(1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
(1) Total Concrete Services Inc, Jeff Cast
(1) Total Concrete Services Inc, John Montanez